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HomeMy WebLinkAbout46169-Z r,=--Za ��o�S�EEOI,f 0� Town of Southold 11/18/2022 P.O.Box 1179 h 53095 Main Rd �arfiSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 623 Date: 11/18/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2375 Sound Drive, Greeport SCTM#: 473889 Sec/Block/Lot: 33.-2-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/12/2021 pursuant to which Building Permit No. 46169 dated 4/30/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, front covered porch, second floor decks and attached garage as applied for. The certificate is issued to East End Assets LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0567 9/21/2022 ELECTRICAL CERTIFICATE NO. 46169 11/16/2022 PLUMBERS CERTIFICATION DATED 11/16/2022 C r s Sander ut oriz d ignature �StiFFQE,��o TOWN OF SOUTHOLD ao Gym BUILDING DEPARTMENT C x TOWN CLERK'S OFFICE "� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46169 Date: 4/30/2021 Permission is hereby granted to: East End Assets LLC 1610 Westwood Ln Greenport, NY 11944 To: Demo of existing dwelling. Construct new single family dwelling as applied for, per SCHD approval. At premises located at: 1610 Westwood Ln, Greenport C%�'��Xlht1,� 4u SCTM #473889 �,3'],� 50 and y`e, Sec/Block/Lot# 33.-2-22 b•d - ! ,� Pursuant to application dated 4/12/2021 and approved by the Building Inspector. To expire on 10/30/2022. Fees: DEMOLITION $622.00 CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,321.20 Total: $2,993.20 Building Inspector tpf SO!/T�OI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.deviina-town.southold.ny.us Southold,NY 11971-0959 olycoum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: East End Assets LLC Address: 2375 Sound Dr city:Greenport st: NY zip: 11944 Building Permit#: 46169 Section: 33 Block: 2 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 78 Ceiling Fixtures 23 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 19 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 55 Heat Detectors 2 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 16' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 67 4'LED 7 Exit Fixtures 11 Pump Other Equipment: Car Charger Outlet, Floor Heat 5, Fridge, Oven, DW, Micro, Hood, W/D, Sump 200A Panel Notes: New Two Story Inspector Signature: Date: November 15, 2022 S. Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9.502 . P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD f C_ERT:IF I.0 ATIO& Date: T Build ing:Permit No. Owner: � .S (Please print) (Please print). I_certify that the-solder used in the water supply system contains less than 2/10 of I%- lead. %lead. (Plumbers gignature) ��Hmavrp, Sworn to before me this p� day of 20:.-. �'oFN '•4i -- ' - o v PUBLIC l 01PA6261168 A y� S� -- """r ON EXPIRES � . Notary Public,:.Evi% ! unf-v `V o�a0f SOUTyo # # TOWN OF SOUTHOLD BUILDING DEPT. `ro765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG:- [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION,, I [ ] PRE C/O REMARKS: J�" V Y 1 o aDr,61/ A'I( SrI�P PVA lk 5wieq - DATE INSPECTORRX*-4-/ ho�aOF SO(/T�°lo 1 # TOWN'OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION ' . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [` ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ j FIREPLACE`&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o VV DATE q INSPECTOR 4/wiL pf 50UTy�� V N , TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 765.1802 ;-JNSPECTION [ ] FOUNDATION 1ST [IROUGH PLBG. [ ] FOUNDATION,2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY"INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL=(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS: DATE INSPECTOR OF SOplhlo # TOWN O SOUTHOLD BUILDING DEPT.' �ycou765-1802 INSPECTION : , . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] ' FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ .] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION' [ ] FIRE=RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: ' In v✓ 21�f f DATE - INSPECTOR �O��Of SOUlyo6 Ll TOWN OF SOUTHOLD,BUILDING DEPT. o`y�nunr 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]" FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ '] CODE VIOLATION [ ] PRE C/O REMARKS: t in k. 5 rlleclL - �� ��� U'tL6 ia5 n j� 6� P 1rVw, I JZ DATE a ZINSPECTOR I� tf SOGTyO� -- ------ * * TOWN OF SOUTHOLD BUILDING DEPT. courn 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ YlOUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 40AIX.A l DATE y)/ INSPECTOR OF SOUIyO{o L � 1 Ott� - # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR pf SOUTyo� L Lot Y ' `v�)74� �' ^.4 U� # T WN OF SOUTHOLD BUILDING DEPTo °`ycoUMN, a� 631-765-1802 ?-,caG SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING 6 STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] (ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL Ice REMARKSe DATE INSPECTOR LJ New Service Lf Service Reconnect Underground Overhead # Underground Laterals 1 02 QH Frame Opole Work done on Service? EZY ❑N Additional Information: 6 c ,Cp,-r� 581-1-AR 11r1 �c�1'�.P.le o-� - .h a l S� :I ea<� cg 1 , d- a a ot� PAYMENT DUE WITH APPLICATION a� 0 Electrical Inspection Form 2020.xlsx �d n,a 3 i2�c b) 057 OE SOUTy�� _ # # TOWN OF SOUTHOLD BUILDING DEPT. �y�0urm� 631-765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL A(b [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARK cT U r wig e4fA • �vV Irl i �l (-OA/v yumm a�s c � l GLV C al�>, svri `���4 lh Q �, ,�• .P.n S ATE INSPECTOR Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blgProjected Rating: Based on Plans - Field Confirmation Required. Property/Builder Information Building Name Owner's Name Evangelos Yerasimou Property Address 2375 Sound Drive City, St, Zip Greenport, NY 11944 Phone Number Builders Name East End Assets, LLC Phone Number Email Address Plan/Model Name Community/Development Identifier/Other Organization Information Organization Name Green Guru, LLC Address 12 Arbutus Court City, St, Zip Greenlawn, NY 11740 Phone Number 631.398.6906 Website www.greenguru.org Rating/RESNET Information Provider ID 1998-156 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Michael Catalano Rater's ID 0210214 Rater's Email' michaet@g'reenguru.org Last Field Insp Rating Type Projected Rating Reason for Rating New Home Rating Number 189D Rating Permit Date 02/01/2021 REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. -- 0 1985-2021 NORESCO, Boulder, Colorado. - e Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blgProjected Rating: Based on Plans - Field Confirmation Required. General Building Information Area of Conditioned. Space(sq ft) 2826 Volume of Conditioned. Space 27990 Year Built 2022 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 5 Foundation Type Unconditioned basement Foundation is w/in Infiltration Volume: FALSE Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 2 Thermal Boundary Location REM Default Foundation Wall Information Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) Cond. Garage Uninsulated**** Uncond 35.90 8.00 7.00 1.00 0.212 1.504 bsmt->garage/gmd Cond. to Ambeint Uninsulated**** Uncond 174.00 8.00 7.00 1.00 0.212 1.504 bsmt->amb/grnd *Uo Value Combo combines wall, airfilm, and soil path Foundati6n Wall Library List Foundation Wall: Uninsulated"" Type Solid concrete or stone Thickness(in) 10.0 Studd Npne Interior Insulation Continuous R-Value 0.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 2 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blg projected Rating: Based on Plans - Field Confirmation Required. FoundafionTiNall Library'List Exterior Insulation R-Value 0.0 Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note Foundation Wall: Uninsulated**** Type Solid concrete or stone Thickness(in) Studs 10:0 Interior Insulation None Continuous R-Value 19.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note Fame Floor`Information, Name Library Entry Location Area(sq ft) Uo Value Over Garage R-38***** Btwn cond Et garage 175 0.030 Floor R-38***** Btwn cond Et uncond 1555 0.030 bsmt Frame:Floor Library ListA'. Floor: R-38***** Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 38.0 Cavity Insulation Thickness (in.) 9.5 Cavity Insulation Grade 1 REWRate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 3 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. Frame Floor Library List Joist Size(w x h, in) 1.5 x 9.5 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering HARDWOOD Note Rim'and Band Joist Information Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade Rim Cond > 174.00 0.0 30.0 5.5 16.0 1 0.038 ambient Rim to Garage Cond > 22.00 0.0 30.0 5.5 16.0 1 0.038 ambient Band Cond -> 147.20 0.0 30.0 5.5 16.0 1 0.038 ambient Above-Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value AGW R-15"' Cond > ambient Medium 3060.00 0.079 AGW Garage R-15`* Cond > garage Medium 323.30 0.079 Above.=Grade;Wall;Library List Above-Grade Wall: R-15** Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (W x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note REWRate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 4 of 15 Building Summary Property ' Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. [Window,Information Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W1 AGWall1 Southwes 0.310 0.280 5.30 1.3 2.6 4.3 0.85 0.70 None None W1 AGWall1 Southwes 0.310 0.280 5.30 1.3 6.3 8.1 0.85 0.70 None None W1 AGWall1 Southwes 0.310 0.280 5.30 1.3 11.8 13.5 0.85 0.70 None None W1 AGWall1 Southwes 0.310 0.280 5.30 1.3 2.0 6.4 0.85 0.70 None None W2 AGWall1 Southwes 0.310 0.280 12.50 1.3 2.0 6.4 0.85 0.70 None None W3 AGWall1 Southwes 0.310 0.280 12.50 1.3 2.0 6.4 0.85 0.70 None None W4 AGWall1 Northeast 0.310 0.280 14.40 1.3 6.7 11.8 0.85 0.70 None None W4 AGWall1 Northeast 0.310 0.280 14.40 1.3 3.4 8.5 0.85 0.70 None None W5 AGWall1 Northeast 0.310 0.280 16.60 1.3 1.9 7.2 0.85 0.70 None None W5 AGWall1 Northeast 0.310 0.280 16.60 1.3 1.9 7.2 0.85 0.70 None None W6 AGWall1 Southeast 0.310 0.280 15.00 1.3 1.0 5.8 0.85 0.70 None None W7 AGWall1 Southeast 0.310 0.280 10.60 1.3 1.0 4.8 0.85 0.70 None 'None W7 AGWall1 Southeast 0.310 0.280 10.60 1.3 1.0 4.8 0.85 0.70 None None W7 AGWall1 Southeast 0.310 0.280 10.60 1.3 10.6 14.3 0.85 0.70 None None W8 AGWall1 Southeasl 0.310 0.280 33.90 1.3 4.4 9.8 0.85 0.70 None None Slider AGWall1 Southeast 0.310 0.280 30.60 1.3 10.9 16.8 0.85 0.70 None None Slider AGWall1 Southeast 0.310 0.280 30.60 1.3 10.9 16.8 0.85 0.70 None None Slider' AGWaR 1 Southeast 0.310 0.280 30.60 1.3 10.9 16.8 0.85 0.70 None None Slider AGWall1 Northwes 0.310 0.280 30.60 1.3 7.8 13.8 0.85 0.70 None None W9 AGWall1 Northwes 0.310 0.280 31.00 6.1 1.3 6.5 0.85 0.70 None None W9 AGWall1 Northwes 0.310 0.280 31.00 6.1 1.3 6.5 0.85 0.70 None None Front Door AGWall 1 Northwes 0.310 0.280 3.00 6.1 1.3 4.3 0.85 0.70 None None 131 FndWall2 Southwes 0.310 0.280 23.00 1.3 11.2 16.0 0.85 0.70 None None B1 FndWall2 Northwes 0.310 0.280 23.00 1.3 25.2 30.0 0.85 0.70 None None B1 FndWall 2 Northwes 0.310 0.280 23.00 1.3• 25.2 30.0 0.85 0.70 None None B2 FndWall2 Southeast 0.310 0.280 3.50 1.3 25.2 26.9 0.85 0.70 None None Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 5 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel19 East End Assets, LLC 44.meb.blgProjected Rating: Based on Plans - Field Confirmation Required. •Door Information � ' • - Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area Slider Door 1 2-1/4 AGWall 1 9.4 0.231 3.4 No InsulatedR3***l********"* Slider Door 2 2-1/4 AGWall 1 16.1 0.231 3.4 No InsulatedR3***1********** Slider Door 3 2-1/4 AGWall 1 22.8 0.231 3.4 No InsulatedR3***1********** Slider Door 4 2-1/4 AGWall 1 29.4 0.231 3.4 No InsulatedR3***l********** Front Door 2-1/4 AGWall 1 31.2 0.231 3.4 No InsulatedR3***1********** Garage Door 2-1/4 AGWall 2 21.0 0.231 3.4 No InsulatedR3***1********** Basement Door 2-1/4 AGWaII 2 21.0 0.231 3.4 No InsulatedR3***l********** R,'oof Information r Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation Ceiling R-30 Attic** 2054.00 2568.00 Medium No Attic 0.032 No No Roof Library,List Ceiling: R-30 Attic" Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness(in) 9.5 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.5 Insulated Framing Spacing(in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 6 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blgProjected Rating: Based on Plans Field Confirmation Required. Mechanical,Equipment Number of Mechanical Systems 4 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 DHW:Demand-Gas 0.9.5EF**************4 ,r Water Heater Type Instant water heater Fuel Type Natural gas Energy Factor 0.95 Recovery Efficiency 0.00 Water Tank Size (gallons) 0 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 2 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool: 1'65EER'AX,3ton*** System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 30.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 3 Location Attic Performance Adjustment 100 Percent Load Served 79 Heat:`.95AFUE Gas Furii54***** i REWRate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 7 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214- Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blgProjected Rating: Based on Plans - Field Confirmation Required. Fchanical Equipilient SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity(kBtuh) 54.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 442 Eae Note Number Of Units 2 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool: 165EEk" Iton.** ' System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 24.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 21 DHW EffidOncies p All bath faucets ft showers<=2gpm false All DHW pipes fully insulated >= R-3 true Recirculation type None(standard system) Farthest fixture to DHW heater 45 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 57.77 REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 8 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater]D:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blgProjected Rating:. Based on Plans - Field Confirmation Required. DH.W Efficiencies peRatio 0.70 dishwasherGpd 2.50 clothesWasherHotWaterGPD -0.10 EDeff 0.94 ewaste 22.29 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REWRate-ResidentialEnergy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 9 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. Duct` :T 3 Name First Floor Conditioned Floor Area(sq ft) 1555.0 #of Returns 1 Heating System 95AFUE Gas Furn54***** Cooling System 16SEER A/C 3ton*** Supply Duct Surface Area(sq ft) 314.9 Return Duct Surface Area(sq ft) 58.3 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Unconditioned basement 100.0 8.0 Return Unconditioned basement 100.0 8.0 Test Exemptions IECC FALSE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test Lt0 (Leakage to Outside) Total Duct Leakage Supply ft Return 5.00 CFM @ 50 Pascals 60.00 CFM @ 50 Pascals Supply Only Not Applicable Return Only Not Applicable Name Second Floor Conditioned Floor Area(sq ft) 1271.0 #of Returns 1 Heating System 95AFUE Gas Furn54***** Cooling System 16SEER A/C 2ton.** Supply Duct Surface Area(sq ft) 257.4 REWRate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 10 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru,'LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel19 East End Assets, LLC 44.meb.blg projected Rating: Based on Plans - Field Confirmation Required. Duct Systems - Return Duct Surface Area(sq ft) 47.7 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Attic, exposed 100.0 8.0 Return Attic, exposed 100.0 8.0 Test Exemptions IECC FALSE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply 8: Return 5.00 CFM @ 50 Pascals 60.00 CFM @ 50 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 11 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blgProjected Rating: Based on Plans - Field Confirmation Required. Infiltration and Mechanical Ventilation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 2 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 95 Adjusted Sensible Recovery Efficiency(%) 0.00 Adjusted Total Recovery Efficiency(%) 0.00 Hours per Day 24.0 Fan Power(watts) 35.00 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Whole House Fan Good Air Exchange for Multi-Family NA REWRate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 12 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blgProjected Rating: Based on Plans - Field Confirmation Required. Lights and Appliances Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 700 Refrigerator Location Conditioned Range/Oven Fuel Type Natural gas Induction Range Yes Convection Oven Yes Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 250 Place Setting Capacity 12 Clothes Dryer Fuel Type Electric Location Conditioned Moisture Sensing No CEF 2.62." Clothes Washer Location Conditioned LER(kWh/yr) 96 IMEF 3.060 Capacity(CU.Ft) 3.810 Electricity Rate 0.11 Gas Rate 1.22 Annual Gas Cost 11.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 13 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blgProjected Rating: Based on Plans - Field Confirmation Required. Mandatory-Requirements IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 false Verified IECC 18 true Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: ENERGY STAR v3.1 Rater Design Review Checklist Rater Field Checklist HVAC Design Report HVAC Commissioning Checklist(optional) ENERGY STAR Version 3 Appliances Amount Refrigerators 1 Ceiling Fans 0 Exhaust Fans 1 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses`Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: false Basement Floor Area 0.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 14 of 15 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blgProjected Rating: Based on Plans - Field Confirmation Required. DOE-Zero,Energy Ready Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance true Verified Lighting true Verified Fan Efficiency true Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 Notes MAC Notes: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 15 of 15 Energy Code Inspection Checklist Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Registry ID: Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blg Date: 1/31/2022 Projected Rating: Based on Plans - Field Confirmation Required. Building Information Conditioned Area(sq ft) 2826 Conditioned Volume (cubic ft) 27990 Insulated Shell Area (sq ft) 7511 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. Green Guru, LLC's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Attic: R-30 Attic"* (2054 s.f.) R-0.0 continuous insulation, R-38.0 cavity insulation. Name: Ceiling Insulation Grade: I II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-15** (3060 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-15.0 cavity insulation. Name:AGW Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R-15** (323 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: AGW Garage Insulation Grade: 1 II III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: 400Serpouble-Wood******** (5 s.f., Southwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: W1 Orientation: Southwest Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Registry ID: Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrive119 East End Assets, LLC 44.meb.blg Date: 1/31/2022 Projected Rating: Based on Plans - Field Confirmation Required. Windows and Skylights [ ] 2. Window: 400Serpouble-Wood******** (5 s.f., Southwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: W1 -Orientation: Southwest Comments/Location [ ] 3. Window: 400Serpouble-Wood******** (5 s.f., Southwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: W1 Orientation: Southwest Comments/Location [ ] 4. Window: 400Serpouble-Wood******** (5 s.f., Southwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name:W1 Orientation: Southwest Comments/Location [ ] 5. Window: 400Serpouble-Wood******** (13 s.f., Southwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: W2 Orientation: Southwest Comments/Location [ ] 6. Window: 400Serpouble-Wood******** (13 s.f., Southwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name:W3 Orientation: Southwest Comments/Location [ ] 7. Window: 400Serpouble-Wood******** (14 s.f., Northeast), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name:W4 Orientation: Northeast Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 2 of 9 Energy Code Inspection Checklist Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D' Greenport, NY 11944 Michael Catalano Rater ID:0210214 Registry ID: Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blg Date: 1/31/2022 Projected Rating: Based on Plans - Field Confirmation Required. Windows and Skylights [ ] 8. Window: 400Serpouble-Wood******** (14 s.f., Northeast), U-Value: 0.310,,SHGC: 0.280 For windows without labeled U-factors, describe features: Name: W4 Orientation: Northeast Comments/Location [ ] 9. Window: 400Serpouble-Wood******** (17 s.f., Northeast), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: W5 Orientation: Northeast Comments/Location [ ] 10. Window: 400Serpouble-Wood******** (17 s.f., Northeast), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: W5 Orientation: Northeast Comments/Location [ ] 11. Window: 400Serpouble-Wood******** (15 s.f., Southeast), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name:W6 Orientation: Southeast Comments/Location [ ] 12. Window: 400Serpouble-Wood******** (11 s.f., Southeast), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name:W7 Orientation: Southeast Comments/Location [ ] 13. Window: 400Serpouble-Wood******** (11 s.f., Southeast), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: W7 Orientation: Southeast Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 3 of 9 Energy Code Inspection Checklist Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Registry ID: Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel19 East End Assets, LLC 44.meb.blg Date: 1/31/2022 Projected Rating: Based on Plans - Field Confirmation Required. Windows and Skylights [ ] 14. Window: 4005erpouble-Wood******** (11 s.f., Southeast), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name:W7 Orientation: Southeast Comments/Location [ ] 15. Window: 400Serpouble-Wood******** (34 s.f., Southeast), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name:W8 Orientation: Southeast Comments/Location [ ] 16. Window: 400Serpouble-Wood******** (31 s.f., Southeast), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: Slider Orientation: Southeast Comments/Location [ ] 17. Window: 400Serpouble-Wood******** (31 s.f., Southeast), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: Slider Orientation: Southeast Comments/Location [ ] 18. Window: 400Serpouble-Wood******** (31 s.f., Southeast), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: Slider Orientation: Southeast Comments/Location [ ] 19. Window: 400Serpouble-Wood******** (31 s.f., Northwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: Slider Orientation: Northwest Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 4 of 9 Energy Code Inspection Checklist Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Registry ID: Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blg Date: 1/31/2022 Projected Rating: Based on Plans s Field Confirmation Required. Windows and Skylights [ ] 20. Window: 400Serpouble-Wood******** (31 s.f., Northwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: W9 Orientation: Northwest Comments/Location [ ] 21. Window: 400Serpouble-Wood******** (31 s.f., Northwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name:W9 Orientation: Northwest Comments/Location [ ] 22. Window: 400Serpouble-Wood******** (3 s.f., Northwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: Front Door Orientation: Northwest Comments/Location [ ] 23. Window: 400Serpouble-Wood........ (23 s.f., Southwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: B1 Orientation: Southwest Comments/Location [ ] 24. Window: 400Serpouble-Wood******** (23 s.f., Northwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: B1 Orientation: Northwest Comments/Location [ ] 25. Window: 400Serpouble-Wood******** (23 s.f., Northwest), U-Value: 0.310, SHGC: 0.280 For windows without labeled U-factors, describe features: Name: B1 Orientation: Northwest Comments/Location REWRate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 5 of 9 Energy Code Inspection Checklist Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Registry ID: Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blg Date: 1/31/2022 Projected Rating: Based on Plans - Field Confirmation Required. Windows and Skylights [ ] 26. Window: 400Serpouble-Wood******** (4 s.f., Southeast), U-Value: 0.310,.SHGC: 0.280 For windows without labeled U-factors, describe features: Name: B2 Orientation: Southeast Comments/Location Doors [ ] 1. Door: 2-1/4 InsulatedR3***1********** (9 s.f.), R-Value 3.4 Comments/Location - [ ] 2. Door: 2-1/4 InsulatedR3***1********** (16 s.f.), R-Value 3.4 Comments/Location [ ] 3. Door: 2-1/4 InsulatedR3***1********** (23 s.f.), R-Value 3.4 Comments/Location [ ] 4. Door: 2-1/4 InsulatedR3***1********** (29 s.f.), R-Value 3.4 Comments/Location [ ] 5. Door: 2-1/4 Insulated R3***1********** (31 s.f.), R-Value 3.4 Comments/Location [ ] 6. Door: 2-1/4 InsulatedR3***l********** (21 s.f.), R-Value 3.4 Comments/Location [ ] 7. Door:2-1/4 InsulatedR3***1********** (21 s.f.), R-Value 3.4 Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 6 of 9 Energy Code Inspection Checklist Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Registry ID: Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blg Date: 1/31/2022 Projected Rating: Based on Plans - Field Confirmation Required. Frame Floors [ ] 1. Floor: R-30***** (175 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-38.0 cavity insulation. Name: Over Garage Insulation Grade: I II III Face / inset Comments/Location [ ] 2. Floor: R-30***** (1555 s.f.), Between conditioned space and unconditioned basement R-0.0 continuous insulation, R-38.0 cavity insulation. Name: Floor Insulation Grade: 1 II III Face / inset Comments/Location Slab Floors N/A Foundation Walls [ ] 1. Wall: Uninsulated**** (287 s.f.), Between unconditioned basement and garage/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: Cond. Garage Comments/Location [ ] 2. Wall: Uninsulated****(1392 s.f.), Between unconditioned basement and ambient/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: Cond. to Ambeint Insulation Grade: 1 II III Face / inset Comments/Location Rim and Band Joists [ ] 1. Joist: Rim (174 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-30.0 cavity insulation. Name: Rim Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 7 of 9 J 9 Energy Code Inspection Checklist Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Registry ID: Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrive119 East End Assets, LLC 44.meb.big Date: 1/31/2022 Projected Rating: Based on Plans - Field Confirmation Required. Rim and Band Joists [ ] 2. Joist: Rim to Garage (22 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-30.0 cavity insulation. Name: Rim to Garage Insulation Grade: I II III Face / inset Comments/Location [ ] 3. Joist: Band (147 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-30.0 cavity insulation. Name: Band Insulation Grade: 1 II III Face / Inset Comments/Location Mechanical Equipment [ ] 1. Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. Make and Model Number [ ] 2. Cooling:Air conditioner, Electric, 16.0 SEER. [ ] 3. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Make and Model Number [ ] 4. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 0.0%Sensible Efficiency, 0.0%Total Efficiency, 95 cfm, 24.0 hrs/day, 35.0 watts, No ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 1400) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 8 of 9 Energy Code Inspection Checklist Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Registry ID: Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.big Date: 1/31/2022 Projected Rating: Based on Plans - Field Confirmation Required. Infiltration Requirements for IECC_ 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 5.000 CFM @ 50 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 60.000 CFM @ 50 Pascals [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [ ] Duct System 2 Leakage to Outside is specified in REM/Rate at 5.000 CFM @ 50 Pascals [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 60.000 CFM @ 50 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA.' Rough in Test with AHU:Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 9 of 9 2018 IECC Energy Cost Compliance Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrivel 19 East End Assets, LLC 44.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. Annual Energy Cost $/yr 2018 IECC As Designed Heating 479 492 Cooling 112 77 Water Heating 143 143 Mechanical Ventilation Fan 64 37 SubTotal-Used to Determine Compliance 799 749 Lights Et Appliances (minus MechVent) 745 689 Photovoltaics -0 -0 Service Charge 120 120 Total 1664 1557 Mandatory R is Annual Energy ost Check PASSES Duct Insulation V lue Chec (p r Sfection 05. PASSES Window U-Valu a d SHGC C ec (p4" .5) PASSES Home Infiltratio ( ection 40 .4.1) PASSES Duct Testing (S cti n 403.3 PASSES Mechanical Ven•ila ec n 403. PASSES Mechanical Ven ti a ion Fan Efficacy( 403.6. PASSES Mandatory Requirements Check Box(2018 IECC) PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2018 International Energy Conservation Code based on a climate zone of 4A. In fact, this home surpasses the requirements by 6.3%. Name Michael Catalano Signature �'i'lrcfi2aeC�2 Organization Green Guru, LLC Date 31 January 2022 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2018 IECC.These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. HOME CERTIFIED TO MEET THE PROVISIONS OF THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE This home built at 2375 Sound Drive, Greenport, NY ' by East End Assets, LLC exceeds the minimum requirements Projected Rating: Based on Plans - Field Confirmation Required. Building Features Ceiling Flat (.0 Sealed Attic: F uc Leakage o utside: 5.00 CFM 5 P scats Vaulted Ceiling Total Du t L akage: 60.00 CFM @ 0 ascals Above Grade Walls Al 1 fib tg: 3.00 Clg 3. 0 ACH50 Foundation Walls . indow - Value: 0.310, HGC: 0.280 Exposed Floor eating Fuel firedairs ribution, Natural gas, 95.0 AFUE. Slab ooling Air condition r, lectric, 16.0 SEER. ater eating Instant water eater, Natural gas, 0.95 EF, 0.0 Gal. The organization below certifies that the proposed building design described herein is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in compliance with Chapter 4 based on Climate Zone 4A and with all mandatory requirements. Name Michael Catalano Signature Organization Green Guru, LLC Date .31 January 2022 The 2018 International Energy Conservation Code is a registered trademark of the International Code Council, Inc. ( "ICC"). No version of this software has been reviewed or approved by ICC or its affiliates. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 NY-ECCC 2020 Energy Cost Compliance , Property Organization HERS Evangelos Yerasimou Green Guru, LLC Projected Rating 2375 Sound Drive 631.398.6906 Rating No:189D Greenport, NY 11944 Michael Catalano Rater ID:0210214 Weather:Riverhead, NY Builder 0210214.189D.2375SoundDrive119 East End Assets, LLC 44.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. Annual Energy Cost $/yr NY-ECCC 2020 As Designed Heating 501 492 Cooling 111 77 Water Heating 143 143 Mechanical Ventilation Fan 64 37 SubTotal-Used to Determine Compliance 819 749 Lights Et Appliances (minus MechVent) 745 689 Photovoltaics -0 -0 Service Charge 120 120 Total 1684 1557 Mandatory R is Annual Energy os Check PASSES Duct Insulation V lue Chec r S eti n 405. PASSES Window U-Valu a d SHGC C ee (pe S t 4�� .5) PASSES Home Infiltrati0 �ection 40 .4 1) PASSES Duct Testing(S -t' n 403.3 PASSES Mechanical Ven ila ee n 403. PASSES Mechanical Venti ation Fan Efficacy( ection 403.6. PASSES Mandatory Requirements Check Box(NY-ECCC 2020) PASSES This home MEETS the annual energy cost requirements of Section 405 of the Energy Conservation Construction Code of New York-2020 in climate zone 4A. In fact, this home surpasses the requirements by 8.6%. Name Michael Catalano Signature 7?-k ueCatZia Organization Green Guru, LLC Date 31 January 2022 In accordance with NY-ECCC 2020, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the NY-ECCC.These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. ti REM/Rate - Residential Energy Analysis and Rating Software vi 6.0.6 New York Compliance Certificate Project Title: Projected Rating: Based on Plans - Field Confirmation Required. Report Date Data Filename 0210214.189D.2375SoundDrive11944.meb.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Natural Gas Glazing Area Percentage 13% Heating Degree Days 5294 HERSlndex 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 2375 Sound Drive Evangelos Yerasimou East End Assets, LLC Green Guru, LLC Greenport, NY 11944 2375 Sound Drive Michael Catalano Greenport, NY 11944 Certification#0210214 631.398.6906 Building Information Conditioned Area (sq ft) 826 Conditioned Volume(cubic ft) 7990 Insulated Shell Area (sq ft) RAFT The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Fail Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 1684 Maximum UA 495 Your Home Energy Cost($/yr) 1557 Your Home UA 509 Better Than Code(Perf) 8.6% Worse Than Code (UA) 2.8% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter ' R-Value R-Value U-Factor UA Ceilings Roof 1: R-30 Attic** 2054 30.0 0.0 66 Above-Grade Walls AG Wall 1: R-15** 3060 15.0 0.0 243 AG Wall 2: R-15** 323 15.0 0.0 26 Joist 1: Cond -> ambient 174 30.0 0.0 0 REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Joist 2: Cond > ambient 22 30.0 0.0 0 Joist 3: Cond >ambient 147 30.0 0.0 0 Window 1: 400Serpouble-Wood******** 376 0.310 117 Door 1: 2-1/4 InsulatedR3***1********** 9 0.294 0 Door 2: 2-1/4InsulatedR3***l********** 16 0.294 0 Door 3: 2-1/4 InsulatedR3***l********** 23 0.294 0 Door 4: 2-1/4 InsulatedR3***l******..** 29 0.294 0 Door 5: 2-1/4 InsulatedR3***l********** 31 0.294 0 Door 6: 2-1/4 InsulatedR3***l********** 21 0.294 0 Door 7: 2-1/4 InsulatedR3***1********** 21 0.294 0 Floors Over Garage Floor 1: R-30***** 175 30.0 0.0 5 Floors Over Uncond. Basement Floor 2: R-30***** 1555 30.0 0.0 47 Duct Insulation R-Value Unconditioned Basement, Supply: 315 8.0 Unconditioned Basement, Return: 58 8.0 Attic, Supply: 257 8.0 Attic, Return: 48 8 0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Water Heating: Instant water heater, Gas, 0.95 EF. Cooling: Air conditioner, 30.0 kBtuh, 16.0 SEER. Heating: Fuel-fired air distribution, 54.0 kBtuh, 95.0 AFUE. Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Projected Rating: Based on Plans - Field Confirmation Required. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2018 IECC as amended by the 2020 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name -Title Signature Date Rater I, Michael Catalano of Green Guru, LLC, certify that the home listed above, as modeled meets or exceeds all requirements of the 2018 IECC as amended by the 2020 New York State Energy Conservation Construction Code and all current energy codes specific to REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 2 of 3 r � REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 New York Compliance Certificate the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with RATERusa , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNEr Standards. Michael Catalano, HERS Rater 01/31/2022 Name -Title Signature Date Projected Rating: Based on Plans - Field Confirmation Required. DRAFT REWRate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 3 of 3 Home Energy Rating Certificate Property HERS Rating Type: Projected Rating Certified Energy Rater: Michael Catalano Evangelos Yerasimou Rating Date: Rating Number: 189D 2375 Sound Drive Registry ID: Greenport, NY 11944 Estimated Annual Energy Cost Projected Rating: Based on Plans - Field Confirmation Required. Percent HERS Index: 56 Efficient Home Comparison: 44% Better Use MMBtu Heating 62.6 Cost Cost$315 24% General information Cooling 3.1 $107 8% Conditioned Area 2826 sq. ft. House Type Single-family detached Hot Water 12.8 $64 5% Conditioned Volume 27990 cubic ft. Foundation Unconditioned basement Lights/Appliances 23.6 $725 54% Bedrooms 5 Photovoltaics 0.0 $0 0% Service Charges $120 9% Mechanical Systems Features Total 102.0 $1331 100% Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 16.0 SEER. Criteria Heating: Fuel-fired it dist M., , Natur l gas 95.0 UE. is a meets or excee s the minimum criteria for the following: Duct Leakage to Outside 6.37 CFM25 2018 IECC Per or, ance Path Ventilation System Balanced: 5 m, 35.0 at 2018 IECC ERI Programmable Thermostat Heat=Yes; oo=Yes ECC New Yo Sate 2020 Building Shell Features Ceiling Flat R-30.0 Sla NL-00- -V i*"%- Sealed Attic NA Exposed Floor R 30.0 Vaulted Ceiling NA Window Type U-Value: 0.310, SHGC: 0.280 Above Grade Walls R-15.0 Infiltration Rate 3.00 ACH50 -- -- — — ---- l Foundation Walls R-0.0 Method Blower door. RESNET Provider: RATER usa www.raterusa.com Lights and Appliance Features 1-855-273-7872 Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas HERS Rater: Green Guru, LLC Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric michaet@greenguru.org Refrigerator(kWh/yr) 700 Clothes Dryer CEF 2.62 1-631-398-6906 Dishwasher(kWh/yr) 250 Ceiling Fan (cfm/Watt) 0.00 �°' }"{frrdr►rg�l�{a�ter: �'✓lcc�iao�C/� REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 i This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. HERS PERF 0 RMA N C E HEIndexS® More Energy ENERGY 150 t40 RATING Existing 130 Homes 120 Standard 0110 CERTIFICATE New Home 10 90 eo 70Projected Rating: Based on Plans - Field 60 A Thls Home 50 56 Confirmation Required. 40 30 2 Ze gy me Le ergy Estimated Annual Energy Cost Estimated Annual Energy Consumption 1250 1,331 100.0 20.0 102.0 1000 725 - 80.0 63.0 750 = 60.0 500 315 0° 400 250 mi 107 64 - 0 t2� 20.0 3.0 a 13.0 24.0 0.0 0 0.0 on on on a �+ N on a U on ;° c c a u io �+_ � _ QY d1 o ° o o 0>o v aon o jU N on o0 dL J L N � a Name Annual Estimates` RESNET Provider: RATER usa Address 2375 Sound Drive Electric(kWh): 6824 www.raterusa.com Greenport, NY 11944 Natural gas(Therms): 787 1-855-273-7872 House Type Single-family detached CO2 emissions(Tons): 7 Certified Rater Michael Catalano Cond. Area 2826 sq. ft. Annual Savings": $1322 Rater ID 0210214 Rating No. 189D " Based on standard operating conditions Registry ID Issue Date January 31, 2022 " Based on a HERS 130 Index Home Rating Date Certification Inspected and Tested Signature REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Building Summary ;= r V L NOV 17 2022 Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed ALO 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrivel194 East End Assets, LLC 4.MEB.blg Building Name Owner's Name Evangelos Yerasimou Property Address 2375 Sound Drive City, St, Zip Greenport, NY 11944 Phone Number Builders Name East End Assets, LLC Phone Number 1-516-695-9595 Email Address amplaza27@gmail.com Plan/Model Name Community/Development Identifier/Other Orgarnzation Information R P Organization Name Green Guru, LLC Address 12 Arbutus Court City, St, Zip Greenlawn, NY 11740 Phone Number 631.398.6906 Website www.greenguru.org Provider ID 1998-156 Sample Set ID 00000000 Registry ID 360835499 Registry Date Registered 11/16/2022 Raters Name Michael Catalano Raters ID 0210214 Raters Email michaeL@greenguru.org Last Field Insp 10/24/2022 Rating Type Confirmed Reason for Rating New Home Rating Number 189 Rating Permit Date 02/01/2021 REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. BuildingSummary y Property Organization HERS _ Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrivel194 East End Assets, LLC 4.MEB.big General Building Information Area of Conditioned. Space(sq ft) 4381 Volume of Conditioned. Space 46476 Year Built 2022 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 3+ Number of Bedrooms 5 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundation"Wall Information' ." Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) Cond. Garage R-11 Draped, Cond->garage/gmd 35.90 8.00 7.00 1.00 0.056 0.087 Full Cond. to Ambeint R-11 Draped, Cond->ambient/gm 174.00 8.00 7.00 1.00 0.055 0.087 Full * Uo Value Combo combines wall, airFilm, and soil path Foundation Wall Library List Foundation Wall: R-11 Draped, Full Type Solid concrete or stone Thickness(in) 6.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 3 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 2 of 17 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrive1194 East End Assets, LLC 4.MEB.blg Foundation Walt,Library..List Exterior Insulation R-Value 0.0 Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note Slab Floor-lnfor"mation Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) Slab Uninsulated****0****** 2054 7.00 210 210 6 Slab:Floor,-LibraryList Slab Floor: Uninsulated****0****** Slab Covering Carpet Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note Frame Floor Information Name Library Entry Location Area(sq ft) Uo Value Over Garage R-38******* Btwn cond ftgarage 175 0.030 Frame Floor Library List a Floor: R-38******* i Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value ! 38.0 Cavity Insulation Thickness (in.) 9.5 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.5 REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute,'any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 3 of 17 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrivel194 East End Assets, LLC 4.MEB.blg Frame FCoor�L.brary List Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering HARDWOOD Note Rim and Band Joist.information Name Location Area(sq ft) Continuous Framed .Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade Rim Cond -> 174.00 0.0 30.0 5.5 16.0 1 0.038 ambient Rim to Garage Cond > 22.00 0.0 30.0 5.5 16.0 1 0.038 ambient Band Cond > 147.20 0.0 30.0 5.5 16.0 1 0.038 ambient Above-Grade Wall F Name Library Entry Location Exterior Color Area(sq ft) Uo Value AGW R-15` Cond > ambient Medium 3060.00 0.079 AGW Garage R-15" Cond -> garage' Medium 323.30 0.079 Above-Grade Wall Library List Above-Grade Wall: R-15* Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 4 of 17 ^ � � ��NN� N��� �� ��NNN���N����� | N�«�� N ��� NNN�� Summary | �� "� Property Organization HERS EvongelosYerasimou Green Guru, LL[ Confirmed 2375 Sound Drive 631.398'6906 10/24/2022 Greenport, NY11q44 Michael Catalano Rating No:1O9 Rater|D:0210314 Weather:Riverhead, NY Builder 0210214.189.23755uundDhve1194 East End Assets, LL[ 4'M[B.bbg Overhang Interior Adjacent Name Wall Orient U'Vake SHG[ Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading VY1 AGWaU1 Suudnwes 0'310 0.280 5.30 1.3 I'6 4'3 0.85 0.70 None None VV1 AGVVaK1 5oudnwes 0'310 0.280 5.30 1.3 6'3 8'1 0'85 0.70 None None VV1 AGVVuii1 Soutnwes 0'310 0.280 5.30 1.3 11.8 13'5 0.85 0.70 None None VV1 'AGWaii1 Southvms O'310 0.280 5'30 1.3 Z'O 6'4 0.85 0.70 None None WQ AGVVaU 1 6uudnwes 0'310 0.280 12'50 1.3 2'0 6'4 0.85 0'70 None None VV] AGWaU1 Soutn*es 0'310 0.280 12'50 1.3 2'0 6.4 0.85 0'70 None None W4 /GWaU1 Nnrtheag 0'310 0.I80 14.40 1.3 6'7 11'8 0.85 0'70 None None ' #4 AGVVaU1 Northeasl 0'310 0.280 14.40 1.3 3'4 8'5 0.85 0.70 None None VV5 A6Waii1 Northeasl 0'310 0.280 16.60 1.3 1'9 7.2 0.85 0.70 None None W5 AGWaii1 Northaasl 0'310 0.280 16.60 1.3 1'9 7'2 0.85 0'70 None None W6 /GWaii1 Soutxsal 0'310 0.I80 15.00 1.3 1'0 5'8 0.85 0.70 None None VV7 AGWaii 1 Snutheasl 0'310 0.280 10.60 1.3 1'0 4.8 0.85 0.70 None None YY7 AGWaii1 Southee0 0.310 0'280 10.60 1.3 1'0 4.8 0.85 0'70 None None VV7 AGWbiii Southeag 0'310 0.I80 10.60 1.3 10.6 143 0.85 0'70 None None 00 AGWaii 1 Southeasi 0'310 0.280 33.90 1.3 4'4 9.8 0.85 0'70 None None Slider AGWaii 1 Southeasl 0'310 0'280 30.60 1.3 10.9 16'8 0.85 0'70 None None Slider AGWaii1 6outheasi 0'310 0'280 30.60 1.3 10.9 16.8 0.85 0'70 None None Slider /GWaii1 5uutheag 0'310 0.280 30.60 1.3 10'9 16.8 0.85 0'70 None None Slider AGWoii1 NoUhvmes 0'310 0'I80 30.60 1.3 7'8 13.8 0.85 0'70 None None YVQ AGVVaii1 Northvwes 0'310 0.280 31.00 6.1 1.3 6.5 0.85 0'70 None None YY9 AGWaii 1 Northvws 0'310 0'280 31.00 6.1 1.3 6.5 0.85 0'70 None None Front Door AGWaii1 Northvws 0'310 0.280 3.00 6.1 1.3 4.3 0.85 0'70 None None B1 FndVVaU2 Soudnwes 0'310 0'280 23.00 1.3 11'2 16.0 0'85 0.70 None None 131 FndVYuU2 Soudnves O.310 0.280 Z]'UU 13 11'2 16.0 0'85 0.70 None None B1 FndWaiiI Nurthvws 0'310 0.280 23.00 1'3 25'2 30.0 0.85 0.70 None None B1 Fnd#bii2 Nortnwes 0'310 0.280 23'00 1'3 25'I ]U.0 0'85 0.70 None None 82 FndWaii2 Southeag 0'310 0.280 3'50 1'3 25'2 26.9 0'85 0'70 None None Name Library Entry Wall Assignment Opaque UoVaiue R4aiueof Storm Door Area(sq ft) Opaque Area REM/Rate' Residential Energy Analysis and Rating Software v16'O'6 This information does not constitute any warranty ofenergy costs orsavings. 01QO5'%U21 NORES[D, Boulder, Colorado. Page 5of17 9 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrive1194 East End Assets, LLC 4.MEB.blg Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area Slider Door 1 2-1/4 AGWaII 1 9.4 0.231 3.4 No Insulated R3***1*********0* Slider Door 2 2-1/4 AGWall 1 16.1 0.231 3.4 No InsulatedR3***1*********0* Slider Door 3 2-1/4 AGWall 1 22.8 0.231 3.4 No InsulatedR3***1*********0* Slider Door 4 2-1/4 AGWall 1 29.4 0.231 3.4 No InsulatedR3***1*********0* Front Door 2-1/4 AGWall 1 31.2 0.231 3.4 No InsulatedR3***1*********0* Garage Door 2-1/4 AGWaII 2 21.0 0.231 3.4 No InsulatedR3***l*********0* Basement Door 2-1/4 FndWall 2 21.0 0.231 3.4 No InsulatedR3***1*********0* �Roof:lnformatioii} Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation Ceiling R-38 2454.00 3068.00 Medium 'No Attic 0.032 No No Attic**** Roof Library List Ceiling: R-38 Attic"" Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 38.0 Cavity Insulation Thickness (in) 9.5 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 6 of 17 , Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrive1194 East End Assets, LLC 4.MEB.blg Roof Library List - Note REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 7 of 17 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrive1194 East End Assets, LLC 4.MEB.blg MecF an cal,t `' ".' t Number of Mechanical Systems 4 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 DHW:.Demand-Gas'0.95EF****** Water Heater Type Instant water heater Fuel Type Natural gas Energy Factor 0.95 Recovery Efficiency 0.00 Water Tank Size (gallons) 0 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 2 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool:` 1 bSEER A/C 35 ton** System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 42.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 3 Location Attic Performance Adjustment 100 Percent Load Served 84 Heat:,Inst.GasBoiI ,1:10k95e**** REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 8 of 17 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrivel 194 East End Assets, LLC 4.MEB.bIg Mechanical Equipment - '-. a SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity (kBtuh) 110.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 1018 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool:--1 6SEER A/C 2ton:0**** System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 24.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 16 bHW Efficiencies All bath faucets Et showers<=2gpm false All DHW pipes fully insulated >= R-3 true Recirculation type None (standard system) Farthest fixture to DHW heater 45 TOTAL Pipelength for longest DHW run 75 DWHR unit present? false DHW Diagnostics dhwGpd 57.82 REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 9 of 17 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrivel194 East End Assets, LLC 4.MEB.blg DHW Efficiencies r peRatio 0.70 dishwasherGpd 2.50 clothesWasherHotWaterGPD -0.10 EDeff 0.94 ewaste 22.42 tmai ns 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 10 of 17 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrivel194 East End Assets, LLC 4.MEB.blg :Duct Systems Name Basement Conditioned Floor Area(sq ft) 1555.0 #of Returns 1 Heating System Inst.GasBoil 110k95e'""` Cooling System 16SEER A/C 3.5 ton" Supply Duct Surface Area(sq ft) 314.9 Return Duct Surface Area(sq ft) 58.3 No bldg cavities used as ducts TRUE Type Location Percent-Location R-Value Supply Conditioned basement 100.0 8.0 Return Conditioned basement 100.0 '8.0 Test Exemptions IECC FALSE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply Ft Return 5.00 CFM @ 50 Pascals 60.00 CFM @ 50 Pascals Supply Only Not Applicable Return Only Not Applicable Name First Floor Conditioned Floor Area(sq ft) 1555.0 #of Returns 1 Heating System I nst.GasBoi 1110k95e""" Cooling System 16SEER A/C 3.5 ton" Supply Duct Surface Area(sq ft) 314.9 REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 11 of 17 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrivel194 East End Assets, LLC 4.MEB.blg Duct Systems Return Duct Surface Area(sq ft) 58.3 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned basement 100.0 8.0 Return Conditioned basement 100.0 8.0 Test Exemptions IECC FALSE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply Et Return 5.00 CFM @ 50 Pascals 60.00 CFM @ 50 Pascals Supply Only Not Applicable Return Only Not Applicable Name Second Floor Conditioned Floor Area(sq ft) 1271.0 #of Returns 1 Heating System Inst.GasBoil 110k95e"" Cooling System 16SEER A/C 2ton.0.... Supply Duct Surface Area(sq ft) 257.4 Return Duct Surface Area(sq ft) 47.7 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Attic, exposed 100.0 8.0 Return Attic, exposed 100.0 8.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 12 of 17 ` , ��NN� N����� ��NNN��hN��h�� N"��� N �m*� NNN�� Summary �� � Property Organization HERS EvangeiusYerasimou Green Guru' LL[ Confirmed 3375Sound Drive 631'398.8906 10/24/202I Greenport' NY 11944 Michael Catalano Rating No:1O9 Rater0:0210214 Weather:Riverhead, NY Builder 0210214'189'2375SoundDhve1194 East End Assets, LL[ 4'M[8.bbg [Duet S�stemt Test Exemptions |E[[ FALSE RESNETIO19 FALSE ENERGY STAR i1O FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply Et Return 5.00CFM @ 50 Pascals 5I'0OCFM @ 50 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate' Residential Energy Analysis and Rating Software v16'[.6 This information does not constitute any warranty of energy costs or savings. (D1985-2021 NORB0, Boulder, Colorado. Page 13of17 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrivel 194 East End Assets, LLC 4.MEB.blg Infiltration and Mechanical Ventilation y Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 1951 CFM @ 50 Pascals Cooling Season Infiltration Value 1951 CFM @ 50 Pascals Shelter Class 2 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation TRUE Rate(cfm) 155 Adjusted Sensible Recovery Efficiency(%) 75.00 Adjusted Total Recovery Efficiency(%) 0.00 Hours per Day 14.0 Fan Power(watts) 55.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Whole House Fan Good Air Exchange for Multi-Family NA REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 14 of 17 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrivel194 East End Assets, LLC 4.MEB.blg Lights and,Appliakes Rating/RESNET audit Ceiling Fan CFM/ Watt 0.00 Refrigerator kWh/yr 658 Refrigerator Location Conditioned Range/Oven Fuel Type Natural gas Induction Range Yes Convection Oven -Yes Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 250 Place Setting Capacity 12 Clothes Dryer Fuel Type Electric Location Conditioned Moisture Sensing Yes CEF 2.62 Clothes Washer Location Conditioned LER (kWh/yr) 96 IMEF 3.060 Capacity (CU.Ft) 3.810 Electricity Rate 0.11 Gas Rate 1.22 Annual Gas Cost 11.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 15 of 17 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.2375SoundDrivel194 East End Assets, LLC 4.MEB.blg MandatorycRequireme_nts IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 false Verified IECC 18 true Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: ENERGY STAR v3.1 Rater Design Review Checklist Rater Field Checklist HVAC Design Report HVAC Commissioning Checklist (optional) ENERGY STAR Version 3 Appliances Amount Refrigerators 1 Ceiling Fans 0 Exhaust Fans 1 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50% Below Grad: false Basement Floor Area 0.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 16 of 17 Building Summary Property Organization HERS Evangelos Yerasimou Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6906 10/24/2022 Greenport, NY 11944 Michael Catalano Rating No:189 RaterID:0210214 Weather:Riverhead, NY Builder 0210214.189.23755oundDrive1194 East End Assets, LLC 4.MEB.big D,OE Zel-o Energy Ready Home.. Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance true Verified Lighting true Verified Fan Efficiency true Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 Notes;. MAC Notes: REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 17 of 17 2018 IECC Energy C:ost' 'Co'Comp'liance Prdpdrty Organization HERS EvangeLos Y&asiftu Green Guru, LLC Confirmed 2375 Sound Drive 631.398.6006 10/24/2022 Greenport, NY 11944 MichaeiCatatano Rating No:189 Rater1D:0210214 Weather:Riverhead, NY Builder 0210214.169.237%oundl)rive1194 East'End Asseti, LLC 4.Mt9Ng Annual Energy Cost $Nr. 2018 IECC As Designed Heating 62.3 534 Cooling114 91 r Water Heating 143 143 Mechanical VentilatioTI'Fah 78 34 SubTotal-Used to-Determine Compliance 958 863 Lights,6 Appliances.(minus Mech, Vent) 568: 887 PhotovoLfaiics =0 -0 Service Charge 120 120 Total 2046 1810 Mandatory Requirements Annuat Energy Cott Check 'PASSES Duct Insulation R-Vatue Check(per Section 405.2) PASSES Window U.-VaLueIand SHGC Check(per Section 402.5) PASSES. Home Infiltration (Section 402.4.1) PASSES .Duct Testing(Section 40 3.3.3) _3._3.1) PASSES Mechanical Ventilation(Section 403.6) PASSES Mechanical Ventilation Fan Efficacy(S ection 403.6.1) PASSES Mandatory Requirements Check Boz(2018 IECC) 'PASSES This hom eMEETt the annual.energy cost,requirements of Section 405 of the,2618 Intemational Energy Conservation Code based on a climate zone of 4A. In fact,this homesurpassesthe requirements by 16.2%. Name Michael Catalan& Sigrfatur6117 Organization Green-Guru, LLC bate Wove m-ber 1012 In accordance with IECC, building-inputs,!such as setp6inti,infiltration rates, and window shading-may have been changed prior to calculating-annual energy cost. Furthermore, the st fdudreference�desigp HVAC system are set equaito diose in the design bome'--as-specifiddih the 2018 IECC.These standards are subject to change, and software updates should be obtained periodically to ensure the compliance,calculations reftectcurrent-federal minimum-standards. REM/Rate:=.`Residential Energy 4nalysls and Rating_Software-v16.0:b This information does not constitute any warranty of energy-costs or savings. 1985r202.I NORESCO, Boulder, Colorado. ;HOME CERTIFIED TO- MEET THE PROVISIONS OF THE 201-SINTERNATIONAL; -ENERGY CONSERVATION CODE This home, built at, his 2375 Sound Drive,, ,Greenpoft, 'NY by East End Assets, LLC exceeds -the rnm,i..m-Mro-quiretnuents Bult'dingfeatureiSr Ceiling Flat R-38.0 Duct R-8.0 'Sealed Attic: NA- buet Leakage to Outside:, 5.60 CFM-@ 50 Pascals Vaulted'Ceiling NA TbtAl Duct,LeaKage_1i 40.00 CFM,0 50?6scals Above Grade.Walls, R-18.0 Infiltration. Htg: 1951 Clg: 105.1;CFM50- FoundationWatts R-11.0 -Window U-Value:0310i SKOC:0.286 Exposed Floor 11-38.0 Heating Fuel,-fired.-air distribution, Natffrat gas;95-.0 AFUE. Rab 1.R-V.0:Edge, RTO.0 Uhder tooling Air conditioner,Electric; 16.0 S-EER'., Water HeatingInstant water hedteir,NAtiffrat.gasi.0.95 EF 0.0'GaL The,org4nizatl'on belowcertlflesthat'the proposed 6UI[dikg designdescribed hereinji corisistent-with the building plans specifications, and-other calculations submitted with the permit application.Th6prqpdsed building hais'be'e-in-desl0fidd to'.md6t,the 2018-JECC riequieements in compliance with Chapter 4 6ase' d'on Climate,Zone 4A and;with all-,,mandatory requirements. Nar'ne Michael Catalano SignaturL11, Organization' Green Guru; LLC Date' 1:7'Ndv&rhber 2022" The 261 9-ihternaiionokL-Energy.,Co-nservation Code is a,registered,trademark of the Internatiboat'Code:Council; Inc. ( "ICC"): No,.Version of this software has been reviewed or approved,by.-ICC or its affiliates. REIW,/Rdte- Residential Energy.Analysis and Rating-Sdtware v1 6.'0.6, ECC '201 8 Energy Rating I n dex' Report Property Organization ERI Evangelos Yerasimou Green,Guru, LLC_ Final 2375 Sound Drive 631.398.6906 Greenport, NY 11944 Michael Catalano Annual Energy Consumption Rated Home Calculated Rated Home Cost($/yr) Energy Use(MBTU) Heating 82.7 468 Cooling 0.9 33 Water Heating 12.7 64 Lights&_Appliances 31.3 998 Photovoltaics -0.0 -0 Total 127.7 1683 Annual Estimates Electric(kwhy .8989, CO2 Emissions(Tons): 8 Natural gas(Therms): 971 EnergySavings($)**: '1080 *Based on standard operating conditions **Based on the 2018 IECC Energy Rating Index Reference Design•Home TARGET ERI: 62 2018 ERI: 50 PASS This home-MEETS the 2018 Energy Rating Index requirements of Sections 406.3 and 406.4 of the 2018 IECC for climate zone 4A.This-2018 ERI is calculated per ANSURESNE ACC Standard-301-2014,as published January 2016 with Addenda A&B. Name Michael Catalano Signature Organization Green Guru, LLC Date 117 November 2022 Mandatory Requirements 2018 ERI Target PASS Duct Insulation(Ducts-outside R-6, inside is R-0) PASS 20091ECC UA PASS Maximum Fenestration U-factor/SHGC(R402.5) PASS Duct Testing (2015) PASS Air Leakage(5 ACH50'f6r CZ1-2, 3 ACH50"for CZ3-8) PASS Mechanical Ventilation PASS High efficacy lights installed(90%) PASS Hot water pipe insulated to R-3 PASS Mandatory Requirements Checkbox(2018 IECC) PASS Mechanical Ventilation Efficacy PASS Emissions Data Provider Data and Seal Pollution-Prevented RESNET Providers RATER usa Carbon Dioxide(CO2)-tons/year 6.7 www.raterusa.com Sulfur Dioxide(S02),-lbs/year 4:2 1-855=273-7872 Nitrogen Oxides(NOx)-lbs/year 15:1 HERS Rater: Green Guru, LLC michaelCgr enguru.org REM/Rabe. Residential Energy Analysis-an _i d Rating Software6:0.-6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO,Boulder, Colorado. NY-ECCC_ 20.20Eneirg , Cost y Co,r blpti.A h t e Property Organization HERS Evangel 0-s Ydtasiffi6q Green Guru, LLC Confirmed 2375.SoUnd,Dtive 631:398:6906-- 10/24/2021 Greenport, NY ff944 Michael Catalano Rating ' -:' No.189- Weather:Riverhead, NY Builder RaterID:0210214, 0210214.18'9.2375SoundDriv.el 194 East End Assets,-LLC 4iMEP.blg Annual Energy Cost, $/yr NYmfttt 2020 As Designed Heating 625 534 Cooling- 114 911 Water Heating 943 143 Meithanidal Ventilation Fan 78 34 Subtotal-Used to Determine Corripliairice 999 803 Lights Ft Appliances(minus MethVeht) - 96.8 887 Photovoltaics .0 -0 .tqjMqd Charge 110 120 -total 26488 1810 Mandatory'Requirements. Annual Energy Cost Check PASSES Duct.InMatibn RTVaIub Check(06e Section 405.2) PASSES Wind W U-VAIue and SHGC Check per Section 402.5) PASSES Hbrneinflitfati6h (Section 402.4.1) PASSES Duct Testing(Section 403.13) PASSES Mechanical Ventilation(Section-403.6) PASSES Mechanical Ventilation'Fan Efficacy PASSES' MandAt&y Requirements Check Box(NY-.ECCC 21010) PASSES This home MEETS the annual energy cost rec[uirernents;of Section 405 of the Energy Conservation-$ervatjofi Coftstruction'Code of New York-2020 in d[iMat&zone 4A. 16 fact, this,home su rpcisses the rbqu.1rements by 16.3%. Name Michael CatAlaho -Signature Organization I Green Guru, LLC Date 11 NdiVember.2622- In accordancewithW-EOU 1020, buildinginputs,,such at setpoints;infiltration rates,:And windowshading_:ryiay have been - _q .' .-ti dhanged prior to calculating annual energy cost; Fufthermorp, the standard ref6renceAesign HVAC system efficiencies are set equal to those in the design home as spec -the,NY.wECCC.These standards-a.re subject to change, And software.u'-dates specified in -rig p should bepbtairf6d,periodically to ensure the dornpliance.calculations reflect.current-federal minimum st6ndafds:. REM/R tC: _ tan. Ra.t1figSqftwarw.v, Thisi niormation does not constitute any warranty of energy nergy c6st§&savings. - ©1989-2021 NORESC6, goulder,'Coldrado. REM/Rate Residential Energy her6 Analysisand Rating Software,vl 6.G.6 New York Comp,IhnteC­' r­Ufic­ t - : e- 1- - a -- e Project Title: kep6rt Date: 10/24/2022 Data Filename 0216214:1 60.87%oundDrivel 1944.MEB.big. Energy Code 2018 IECC as amended in'the'2020 New York State Energy Conservation Construction Code Permit# Location, Riverhead, NY Construction type Single-family detached Permit bate; Heating Type Natural Gas Glazing Area Percentage.: 14% Heating Degree Days 52:94 HEkSIndex 66 Construction Site OwnerjAgOnt Designer/Conttactor HERS Rater- 2315'Sound Drive Eving0tos Yerasiffi6u 'East End Assets;.LLC Green Guru,-LLC. Gte6npart, NY 1.1944 2375 Sound Drive Michael Catalano ficc t Greenport, NY 11944 -ert i ri i0rf#0210214 1-516,695=9_595 631.398.6906 Building Information Conditioned Area(s"q ft) 4381 Conditioned Volume(cubic ft) 46476; Insulated Shell Area(sq ft) 10089 The items below will be inspected for energy code ifertificAti6n. Any deviation from Dedifications should be brought to the these S. attention of the HERS Rater, at soon A5.06tsible to assure that the project Will still comply Mthenergy code requirements., q Compliance (must pass either UA or Performance'Path) -Fail Performance Path Pass Code CompliancePass UA Path Duct R-Value, ftts maximurn Energy(;bst($/yr) 2048 Maximum UA your Home Energy Cost($/yr) 1810 Your Home UA -595 Better Than Code(Pert) 16.3% Worse Than Code.(UA) 6.7% Gross Area Cavity Cont. Glazing-or DpOr Assembly or Perimeter R-Value. R-Value U-Factor UA Ceilings Roof 1: R-18 Attic**** 2454 38.0 0.*0 79 Above-Grade-Wails AG Wall 1--' :11-154 3060 15.0 OZO 243 AG Wall 2:.: -R-15* 323 15.0 0.0 26 Joist I.- Und-xarfibient 174 - 30.0 0.0 0' REM/Rate- Residential E" ysls an -itlin-i- W..Ra 'This information.does hot constitute any%yikirrantv of energy-costs or savings. 0 1985=2621 NORESCO, Boulder Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Joist 2: Cond -> ambient 22 30.0 0.0 0 Joist 3: Cond -> ambient 147 30.0 0.0 0 Window 1: 400Serpouble-Wood********** 376 0.310 117 Door 1: 2-1/4 InsulatedR3***1*********0* 9 0.294 0 Door 2: 2-1/4 InsulatedR3***1*********0* 16 0.294 0 Door 3: 2-1/4 InsulatedR3***1*********0* 23 0.294 0 Door 4: 2-1/4 InsulatedR3***l*********0* 29 0.294 0 Door 5: 2-1/4 InsulatedR3***l*********0* 31 0.294 0 Door 6: 2-1/4 InsulatedR3***l*********0* 21 0.294 0 Slab Floors On-Grade Perimeter 1: Uninsulated****0****** 6 n/a 0.0 2 Floors Over Garage Floor 1: R-38******* 175 38.0 0.0 5 Basement Walls Wall 1: R-11 Draped, Full 287 0.0 11.0 16 Wall 2: R-11 Draped, Full 1276 0.0 11.0 70 Window 2: 400Serpouble-Wood********** 96 0.310 30 Door 7 21 0.294 0 Duct Insulation R-Value Attic, Supply: 257 8.0 Attic, Return: 48 8.0 Infiltration Htg: 2.52 Clg: 2.52 ACH50 Mechanical Equipment Water Heating: Instant water heater, Gas, 0.95 EF. Cooling: Air conditioner, 42.0 kBtuh, 16.0 SEER. Heating: Fuel-fired air distribution, 110.0 kBtuh, 95.0 AFUE. Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2018 IECC as amended by the 2020 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date REWRate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysit and Rating Software v1,6.0.-6 New York Compliance Certificate Rater 1,Michael'CataLarto of Green Guru, LLC,certify that the home listed above, as-modeled meets or,exceeds all requirements ofthe 2018 IECC:as amended by-the 2020'New York State,Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in Which the home is built. ee. A I further attest that I am a certified Home Energy Rater,and affiliated.with RAT us a HERS IPf8Vider a'cc.red-ited'by R­E7SNET and adhering to the,r equ-iremehts,of the Residential Energy Services Network RESNET Standards-, H fee- i Name Title Signature Dae _Sdf64ir6_V1COS Energy Analysis and Rating e or'savings. This information,Ap.es-not constitute any Warranty 6f'en-'energy costs ._ivings. ©1985-2021 NORESCO, Boulder, Colorado. Pa&3 of 3 Home Energy Rada' g. -Cert Property HERS ' Rating Type: Confirmed -Certlhedlnergy Rater, Michael Catalano 'Evangelos Yerasimou Rating Date: 10/24/2022, Ra tr ing'Ndiber: 189 2375 SoundDrive Registry.ID' 360835499 Greenport,.NY 1.1944 Estimated,Annual Energy C ost Use MMBIN 'Cost Percent HERS Index: 60' Efficierit'Home',Comparison: 40% Better Heating 92.4 $50t 29%. 1"General Information 14 $120 7% Conditioned Area 4381 sq, ft. Hot Water 12.8 4%, House Type Single-family detached $0 Conditioned Volume 46476 cubic ft. Foundation Conditioned,basement Lights-Appliances291. $944 54%, Bedrooms 5: Photovoltaics 0.01 $0 070 Service Charges $120 7%- [Mechaniical Systems,Features Total 138.4 $1749 1001, Water'Heating: Instant water,heater, Natural gas;'0.95 EF,'O..O'Gat. Cooling: Air conditioner, Electric; 16.b SEER. Criteria Heating: Fuel-fired air dj$trib—utioh, Natural gas, 95..0 AFUE. This home meets or ekeeds.the minimum criteria for the following: Duct Leakage to Outside 9:56 tPM25' 2018.IECC Performance'Path, Vlefttilatibin.Systeffi Balanced* HRVj:155 cfm,'55..O'.watts. 2018'IECCIRI Programmable Thermostat Heat=Yes; Coot=Yes ECCC New York State 2020 Building Shell' Features Ceiling-Ftat R-38.0 Stab, A0.0:Edge, R-0.0.Under Seated Attic NA Exposed Floor 'R-38.0 Vaulted Ceiling NA Window Type U-Value:,0 0,-- Q, 0 .SHGC:0. . 0 0 AboVe Grade-Watts -RA5. Infiltration Rate 1�51 C :(2.�52 AN% Foundation Watts R=11:.0. Method B[6WL-r-<?d- -r3 RESNET.Provider: RATER usa www.raterusa.com. Lights and Appliance Features 1,-855-273-7872 Interior Fluortighting 0.0 RangeVOvewFuet .,Natural gas HERS,Rater:'Green Guru;ILC Interior'LED Lighting.(%1 100-.0 Clothes Dryer Fuel Electric :michaet@gr6er�gur'u.org Refrigerator-(kWh/yr) 058' Ct6thet Dr-er CEF 2'.62 y 1-631-398-6906 F ,Dishwasher(WWyr) 260 Ceiling'Fan (cfm/Wat 0.00' n MfFer8Tn%U%Wrd%er: AE W- ,R-' ie=Residential_Energy.Ahalysis,:and Rating,SoftWare,vl This infdrmationdoes not constitute-any-warranty of energy costs or savings.•Q 19854S:C 021;NOREO, Boulder, Colorado. The Home orne Energy Rating Standard Disclosure for this 46me.-is a-vaita,ble from the rating,provider. SIO In HERS PERFORMANCE - "ERdeMore Energy ENERGY t1-30 50 0 RATING Existing Homes 120 Standard _ 110 CERTIFICATE New Home 100 90 80 70 Thla Home 60 60 50 40 30 20 Zero Energy io Home 0 �'' Less Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption 17 1,748 __ 1200 -- --- — --- -138.0 - - - > 100..0 92.0 5N - --- co 75.0 —, v, —moi — — m 50.0 64-- 30.0 -- 2 0.5.0 -Il 0 _ on on on c. N ion on on 0. �+ Z c c O- V On r.-+ C C C d V a+ .O Q 'b O y 'i+ Q Wp o v o r b oU 0j Cb H on 0 , L 0 OJ O Name Annual Estimates* RESNET Provider: RATER usa Address 2375 Sound Drive Electric(kWh): 9109 www.raterusa.com Greenport, NY 11944 Natural gas(Therms): 1073 1-855-273-7872 House Type Single-family detached CO2 emissions(Tons): 9 Certified Rater Michael Catalano Cond. Area 4381 sq. ft. Annual Savings**: $1690 Rater ID 0210214 Rating No. 189 * Based on standard operating conditions Registry ID 360835499 Issue Date November 17, 2022 ** Based on a HERS 130 Index Home Rating Date 10/24/2022 Certification Inspected and Tested Signature REWRate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. i I i . ,� .:�� w �.� "°°r ��� .,,, - a .. :-, w. .5 .;*+BMs r✓p � �. .. :• ..,, ^ �a... ..., :� .-. .� z.. w3m.�.�i ...., ,... ..-. •�.... -� f f _.. *� ' �.� ♦Y+ i �� M��, 'j(�n 1 _ e.� .. � _ � j� k , /�! �r_ - ,. N. -=r I x~i y ti �,tV �, f R.��;, � 1 x �.�i�yA• �.� �� f f` � - ,. •I ?�•fir' � a + �� , _ ' � <1•. 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E 1� ----- Last�t �J As,4 is !.[.(7 ff 2375 Sound Dr. Grcrn ort R �+v ONES q i•. �• r i ,j Sm" r mm ma k l g I� rrrr , � i•� f r 1 • r i I �. ,� �., �: �� �� � � �•- q r w - � - • �, ��' qtr � l _ ''• .�• i � � • �. - �- ,� , � � R ' � ,T I a. �Y. 1 .� '''mar 1",' t , y w '� t.. r ;4 �_ --�"'. �` f • t �� r °t[� . �' ���" tr j ser ,s .,.� 0 L 1 i .,� 1p _. z 6. 5 r T � ...._ .amu...+ ; ' i Y, d i w t - 1 j F 4 Y ' �. � ., rte.., ♦ ��/, . � 4 tf r E 1 Ali FOUNDATION(1$T� -------------- WIRF Ay FAX� • 1 • 1 INSULATION.STATE ENERGY CODE -s ,. !� TRI ril Rio TL I Zr,' ilTi� �Lii 11 • -e 1 • l rmo.' i r MAWMAP--- RAW WAIN 1 . . { 3s'-�SUFFOLK�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �.5. Telephone (631) 765-1802 Fax (631) 765-9502 https://www.sotitholdtow=.gov N Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. �(D��� Building Inspector: ' A P122021 _.. r Applications and;.forms must.be'`filled;bliflwtheir",entirety;Incomplete' applications'will not be accepted ..Where the Applicant�s notthe owner,an r,.. Owner's Authonzatioii form(Page 2?-shall,be:corripleted °- _ Date: Z l , OWNERS OF PROPERTY. ..... . ., .. .. ,. ,,.. Name: �5���.._�L� .. . ... .. ..... SCTM#100033 '02Z .-- '✓: - . Project Address: p 25(-r,.teoc�. LQh,e,. �"�`e� ��' - . ;1(c �{ . Phone#: S 1.6.. ..G.�{S . �5.�5 _. Email: Qch �aZq Z? c�► Cw►n Mail ing.Add.res s: h.� b ..._. ye 'vWoocl. . La►�, .-. �ecn -I�.,. ..-I,la 1f C NACT .. ERS Name: n .L.�oceSi,aw G. Mailing Address: 1,t C. r t�a 4 �. Ob Phone#: i 6 Email: qW\ 1 CL-N r)(DIM0tA .,CztM .i: .. •; ,x' ..,:... a ,.. :. J .. '>'A: A::T.,., (.:;."i , Q 7�,.,.a:.,,.•.,:'..,-:",;.:,'...'r:>':�':.c:f:,, ..,, •7. ,...;. _ ;.,,bac^.s ESIGN::PRQFE$SLONAL:INFORMATION..,,.... .......:.... ;.,... x..;..:.: .._.. . . a ..., ,. ... , Name: - C Mailing Address: So �-�%��ev�. I .Gf.�.S tlllu�i �:tv2�, N' �.�t� Z Phone#: 6 — ZOg."� .S.( .. " Email: NRA R 1 F. MATI .N,. _,..:. ._:.,...., .,;. ..:..,A._,r:...::. COT O NOR O - ' -�' CT � - .. Name: Mailing Address: Phone#: Email: New Structure ❑Addition ❑Alteration ❑Repair, Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes o 1 - F 'RIVIi4T10N`.:x PR PER IN O .. . .. ...::-;N.:.., Fav:x Existing use of property:v CL60A IL ..Q Intended use of property: �^ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ,k�e_10 111/0/, /� this property? ❑Yes [�No IF YES, PROVIDE A COPY. Check Box,After Reading:,The.owner/c1.ontractor/design professional is for,all.drainage and"storm wateristues�as"pfovided,t y i Chapter,,236 of:the Town Code:.APPLICATION 'S HEREBY MADE to-,the Building Department for the issuance,of a.Building Permit pursyant to the,Building Zone -:o "Ordioance'ofthe Town of Soutfiold,-Suffolk,County,New York and! her applicable Laws,Ordinances or."Regulations;for the.coo"struction ofi buildings;.-• additions,alterations or;for removal or,demolition as,herein described.The'applicant agrees-to comply'with all applicable,laws:ordinances;;tiuilding code,•.;,, housing:code and regulations and.to admit au thorized:inspectors on;"prermses:and irrbuilding(s).for necessiry inspect�orn False statements made harem are;. punishable as a Class A'misdemeanor pursuant to Section 210.45 of the New:York State Penal Law Application Submitted By(print name):C yl�p6�e_Ga s � �y�-Sl Cyi d u ❑Authorized Agent Pwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 0e-10'X1 ) -ti being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe P (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of r 1 202-1 �. _ Notary Pub LAWKEN"' SONAR C0V-.Vr"A.- �P_�Cp Z5-/ — Notary Public, Stste of Now YOfk No. 02SP4930022 ERTY OWNER AUTHORIZATION Expires 06/25/ (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ��oW�sUFFOL,�c�G BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD CO W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �'y0�� Telephone(631) 765-1802 Temporary Certificate #:*1, 3 Date ?-Z Z1I 2022 Customer Name X5.4 15/.J Electrician.Name 4V&1d Vl®G¢/iC Address 15-Afooms LAt, areen P Phone J 14 qA e-mail e-mail vetlid2� Phone License# - Size A Phase Overhead_ Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from ttla4ate above. Authorized by i i I i - f;;�OS�fFOI,��oic' BUILDING DEPARTMENT-Electrical Inspector So G�1:i TOWN OF SOUTHOLD Town Hall Annex-154375 Main Road - PO Box 1179 y Southold, New York 11971-0959 0 Telephone (631)1765-1802- FAX (631) 765-9502 rogerrMsoutholdtownny.gov - seand(a-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required)! Date: a ( tom-!la0a.,i�) Company Name: G .r i 01, Name: MCUryZ- `ISG- -License No-.: o(o�M� email: - - - cncn - Phone No:( �t-Ogr)4—',pqg LTJ' request aniemai copy of Certificate of Compliance Address.:01 FML, v-ti yYkj I JOB SITE INFORMATION (Ail information Required) Name: S Address Cross Street: Phone No.: Bldg.Permit email: [Q2 l '�• i Tax Map District: 1000 Section: 2) ; Block: a Lot: a a- BRIEF DESCRIPTION OF WORK (Please Print Clearly); hjYi_AJ b(AfAlitylo Oil D-004 044 fier lcez , Check All That Apply: Is job ready for inspection?: BYES ONO ZRough In ❑Final Do you need a Temp Certificate?: OYES ❑NQ Issued On Temp Information: (All information required) Service Size [41 Ph 03 Ph Size: 00 A #Meters 1 Old Meter## VNew Service ❑ Service Reconnect ❑ Underground QOverhead # Underground Laterals ❑l 02 &KH Frame[ ole Work done on Service? dY ON Additional Information: ! 5e. Lend Lr.� KL`>' pc�a» w•P1bdG a-F�'e-1'��oLl - �1�prt,� <'r�1 0-FSI�e.� PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xisx BUILDING DEPARTMENT-;Electrical,lnspector y< --TOWNfOF SOUTHOLD Town Hall Annex,- 54375.Main Road - PO Box 1179 Southold, New York 1.1971=0959.: oy,�Oo �ap�i� Telephone (631) 765-1802 - FAX (631) 765=9502 rogerr(aD-southoldtownny.gov -- seand(aDsoutholdtownny.gov . a : APPLICATION FOR ELECTRICAL INSPECTION- ' ELECTRICIAN INFORMATION (All Information Required) Date. Company Name:. Electrician's Name: w. License No.: Elec. email: Elec. Phone No: O.l ,request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: ISIS n t,r Cross Street: Phone No.: Bldg.Permit#: email: ` f Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply' Is job ready for inspection?: 0 YES.D NO Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size D1 Ph D3 Ph-- Size: A # Meters + Old Meter#, ❑New ServiceElFire ReconnectE]Flood Reconnect❑Service ReconnectDUnderground DOverhead # Underground Laterals 1 2 H Frame Pole"Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION l9� PERMIT # s . l Switches Outlets GFI's Surface Sconces, H H's UC Lts c � If Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro I Generator 04511 ComboCooktop Transfer AC I C AH Hood Service Amps Have Used Special: ��,� r Comments r rV�-fn 0►�rn1l, 711 Puecio Electric O Electrical Permit# 21 Frowein Rd.Center Moriches,NY 11934 Office:631-874-2098 Fax:631-874-7086 Lot# Licensed Electrician %»vw.pucctoelectriccorp com Job Name&Address: 3 S `?( Lights Pool/Spay A d \ 53 Hi-Hats Pool Light 69 6-1), Outlets Switch(es) Floureseent Lights Pump SSmoke Detectors Outlets Switches GFI's Smoke/CO Combos Timer _FI's Breaker(s) Ceiling Fans Sub-Panel ,V Exhaust Fans Bonding _ Fan Speed Controls p� Washer Dryer (GAS ELECTRIC) Stove GAS ELECTRIC) _Fireplace GAS ELECTRIC) © Septic Line o�. A/C Units 1 Dish Washer Outside Lights Dual Function Breakers GFI Breaker(s) Arc Fault Breaker(s) ! Panel ,2406 1740 Total Breakers Breakers Used Heat Detector6e a ItiLAN D 2/9/2021 EAST END ASSETS LLC Service To: 1610 WESTWOOD LA 1610 WESTWOOD LA GREENPORT,NY 11944 GREENPORT,NY 11944 Customer Project#:900000124780 Dear EAST END ASSETS LLC: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call.for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli . c/CC1'�/2PlLl/2B �ll"%7PGl/2 Building&Renovation Services PSEG-LI nationalg rid March 30, 2021 East End Assets LLC c/o Fotios Mihas 1610 Westwood Ln Greenport, NY 11944 Email: amplaza27(ftmail.com National Grid Wb#T102374756— 1610 Westwood Ln, Greenport To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically s disconnected on March 26, 2021. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to,a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, but not more than 10 working days in advance of starting work, not including the day the call was made. The number to call is either the nationally sponsored"811°, or the local number for NYC/ LI area, 1-800-272-4480.This confirmation letter of a gas cut-off does not relieve the excavator of making this"811" call. If you have any further questions, kindly contact me at 1-833-369-0645. Respectfully, Christina M. Bonelli ((�� Sr. Supervisor, Central Processing Gas Customer Connections 'AApO C K O qN'�, AUTH©�tK� 4060 Sunrise Highway, Oakdale, New York 11769-0901 April 6, 2021 amplaza27@gmail.com RE: 1610 WESTWOOD LN, GREENPORT To Whom It May Concern: On April 5 2021, our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and /or curb box, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, Lisa Cetta New Construction Manager LC/db rY o 2Jr O - M lsc 9 ��? I?ETAi7 �'R EEiV Pow Tp ' 4 q/ NT.4 P of V(r �5�-lD, s• � 2 c� u ♦v d�(Sa 1vI DF) ♦ r , 407- 77 rf,/OLD MSe 30•Zo'F" /05 • �o rw',v c�F � ' � . : An QDtTl1lT REAL?H DYPAAT=n o d 1 I UL 3 H. D. REF. .:ph's sewage disposal and water slip]),? Favtlities for this location have been ivfrEc,uc' T' tnspeoted by this department and fOW7� _.to-be satisfactory. t D�� ��Ni �v • 4-k Chief of General Img:LjwSr i :� en J QLO �J v :j<ti Z3.9 /5 9 ,.^f -. i�urEED Ta: � � 77• h �oF New yon YLF 1 rUSLa12AlJCE CD. m V c� JO�A,PH P. tpAvi 145SC r_L 4 7lewJ7,7 SfD LAND SV � rat. all n.i 1+eta nr s,r".,a,.ne •na.., R� D o e.P�-F R� 1 her.ar Irom tn. NYS ,V L•,qD SLJ ZVE-YO�2 . „rprly•., � - ' �1{� le � arc • ,h•r"rm. ,, 'nnr 2� NOIeTN CAltLL AVE' n "d to Vwv r,1• e•-,ua.. e, Q Qy/ I��f �" /G . /T� .�.•, fenr.s. ,n V Av{ M VN, L0Aj1. 1 J L'I AJ.D 1 Plenlln e w Ile, �`n1e, P. I. �t A .rete, doili.n to ,�gS S> �rtF,t/ora�usie�fCcsT HAS/rros�9c �rtE '� f!+ �end a.r °Iha, �...Ir.«r.n. IyIFs1s*vFcc,�n/yavff�cirSo. 1-7 15(7? Ar�, � •Svevfy _ r v,c�r�u .,►urF�o UAIDee L�vs/- - A e rL �EYR�/ae JR a.uw•s,Vnr S,�S�� c 0 ..l [. � . L o J. 2. o } 7 f SURVEY OF G�,p� LOT 77 MAP OF J��OQJO i EASTERN SHORES j SECTION TWO ` FILE No. 4426 FILED AUGUST 10, 1965 SITUATE GREENPORT QJ��\ � � TOWN OF SOUTHOLD J \�� 00 39.5 SUFFOLK COUNTY, NEW YORK V�vc�p�� �O5 cook S.C. TAX No. 1000-33-02-22 v s. SCALE 1' =40, �O a �- MARCH 5, 2021 VO, TEST HOLE DATA SFoeJe .' HOLT 37.3 ;a.: 11% OJT G (TEST HOLE DUG BY NATHAN T. CORWIN III L.S. ON MARCH 5, 2021) <.° �P� O o AREA = 14,464 sq. ft. EL. 37.3' O' 0.332 ac. TOP SOIL 1 '• '.:..::• .::::. O 'f+ SILT LOAM (ML) "\.l �•� `: �. (GV.::::•i:•.ifi•i. Fn t gp. a..:i•:;.;:::• . :.. i :•.: 0- :::'•" Q•�p�" �'.•.•4�••••• QPM\�yF� ELEVATIONS ARE REFERENCED TO N.A.V.D. 1986 DATUM 9 ?;,;,`? de ,,{f��¢� ;:j>:;`•" tr �OJtO 0� EXISTING ELEVATIONS ARE SHOWN THUS:XX,X 1�F S� "•h"ltj v"•::•?i:.i`" MIXED SAND WITH GRAVEL (SP) 2. REFER TO FILED MAP FOR TEST HOLE DATA. y F �'` ::: ':;(;•. ��� F�ftJC 3. MINIMUM SEPTIC TANK CAPACITY FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. ti..:. 1 TANK; 8' DIA. 5' LIQUID DEPTH .`. .1\ 'xj `•`' t4. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL'AREA. "�'--- ":1'•' "�� ^•:•• l�� � 2 POOLS; 8' DIA. X 8' DEEP .� '�_ ____...,�_� .:..�.�• EL. 20.3' 17' PROPOSED FUTURE 50% EXPANSION POOL ti� ! EL. 3.6'I I 33.7' ®PROPOSED e' DIA. X 6' DEEP LEACHING POOL 4r.o ��� HIGHEST EXPECTED GROUND WATER o TEST WELL No. USGS 41063407223601 S 16783.2 0::: �PROPOSED 1,500 GALLON SEPTIC TANK Go Zoy'P s Oo •� 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 0 �y :;' W 5\aEO \�•' 37.5 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND FOAL y- 2+^0 L, Ef\gE f4 �+ i REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. o� �9 p ,1 �L ,O �� o. 5 r� q 9 �j Q-1 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDL O��Vc�PZEF I BY THE 0 SUMOS FOR TITLE SURVEYS AS ESTABLISHED _J..E THE-NEW ROVED AND STATEDOPTS D JS�O 9 TITLE C�0 O5 t' a`Iv't. �. DRAINAGE SYSTEM CALCULATIONS:1 ROOF AREA: 2,020 sq. ft. ""- 2,020 sq, ft. X 0.17 = 344 cu. fr. 344 cu. ft. / 42.2 = 8.2 vertical ft. of 8' did, leaching pool required A4\ %Y. Lic. No. 50467 PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS UNAUTHORIZED ALTERATION OR ADDITION 1 d TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Natha Corwin III • DRIVEWAY AREA: 800 sq. ft. I EDUCATION LAW. 800 sq. ft. X 0.17 = 136 cu. ft.' �, 136 cu. ft. 42.2 = 3.2 vertical ft. of 8' did. leaching pool required COPIES OF THIS SURVEY MAP NOT BEARING / 9 P q THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL / EMBOSSED SEAL SHALL NOT BE CONSIDERED i TO BE A VAUD TRUE COPY. I PROPOSED 8' DIA. X 5' DEEP DRYWELI_S CONNECTED TO CERTIFICATIONS INDICATED HEREON SHALL RUN e;':;;.;, �_� ONLY TO THE PERSON FOR WHOM THE SURVEY GUTTERS $ LEADERS FOR ROOF RUN—OFF � Is PREPARm,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. e.^:� TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. �...... PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE LENDINGLISTED HEREON,AND FOR DRIVEWAY RUN—OFF I '_�� TO THE ASSIGNEES OF THE LENDING INSTitle Surveys — Subdivisions — Site Plans — Construction Layout TUTON. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.D. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF 11G ONI-111 - x LOT 77 MAP OF EASTERN SHORES �/' 0—+ N % - SECTION TWO Water Line(s) MILIST Res lr spected % Tho, FILE No. 4426 FILED AUGUST 10, 1965 c SU'I A County Der3f. Of Health SIrrwea SITUATE GREENPORT Ulf 8 -5'00, 48 Hours ITCe�GV ,"11� TOWN OF SOUTHOLD TO 38.5schedule In` e ®n�' ) U, SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-33-02-22 v SCALE 1"=40' JG�P��� �O " ,, MARCH 5, 2021 0 TEsr TEST HOLE DATA J5E0 O, 'A'( d HOLE 37.3 a.: O�� c (TEST HOLE DUG BY NATHAN T. CORWIN III L.S. ON MARCH 5, 2021) ( o .a i VPN s� �ro� r ° EL. 37.3' 0' AREA = 14,464 sq. ft. �� � .�:!'% ti\ G�G� TOP SOIL � .• p N 0.332 ac. 37.2 O g�, �� � .:• .:.::. . O F� SILT LOAM (ML) OP , Q 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM VOV SO EXISTING ELEVATIONS ARE SHOWN THUS:IUI,X ��n �' •Y"'l�j��.:;.;;.;;;.;::• �� i'• t \��'fid MIXED SAND WITH GRAVEL (SP) SP ) 2. REFER OFILED MAP F Iro, F . . �SROOSO 3. MIN MUMSEP IC TANK CAPACITY FORA 5 BEDROOM HOUSE IS 1,500 GALLONS. ., :.;•••��+: :.:. 1 TANK; 8' DIA. 5' LIQUID DEPTH P� i�eY'xa""' 4. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 s ft SIDEWALL AREA. __-"" 1•''•`?ic�U•i:,"�"' '} 2 POOLS; 8' DIA. X 8' DEEP q �- � f-� .::..)•.�• EL. 20.3' *- :•'r•`" �r'l 17' PROPOSED FUTURE 50Y EXPANSION POOL l EL. 3.6'I I ®PROPOSED 8' DIA. X 8' DEEP LEACHING POOL ER HIGHEST EXPECTED GROUND WATER 3y�� a <^oo �' TEST WELL No. USGS 41063407223601 S 16783.2 O•�� �PROPOSED 1,500 GALLON SEPTIC TANK B� 4 f(7�i O�Gp oy��G Oo t j �0F 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE RR0 elLpV(r rqJ �y9y'y SA° w1' 37.5 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. oyo �tig0 6. EXISTING REMOVED NPACCORDANCEWITHS TIC SYSTEM STRUCTURES TCED.H.SASTANDARDS.L BE ED CLEAN AND O MAR A� :: ) SUFE C %P `� � '00. Joy����`�"� � U. O. 63 O 01 PRPSI I OBDARt< N(MUM ,P� ]� ST ❑ E-ST BCISHED BY �'4 6S Ei,qN D, ROVED ADLAOPTED oQ�gv Aband 1F1.r ent OY C: �' � CR r7sE,�Y\THr niEw�o l LAND ��aA �i� M'4St 'anew irn LE AS OCLA0 V500 fCba`�L1)XklvG.'V.�u ? a:1 ny,,rY, ^.l)q ` ems.... +�'?y w pp C� P n B v° �.s $t'v 8e _ .;S iE2alii.1. Suball 1i completed form WMI&I. go SUFFOLK CouIdTy DEPARTMENT OF HEALTH SERVIC S �y` RCl DRAINAGE SYSTEM CALCULATIONS: PERMIT FOR APPPOVAL,OF 6 ONS T.RUCTlo,,4 FOR A ROOF AREA: 2,020 sq. ft. � e„���7 d 2,020 sq. ft. X 0.17 = 344 cu. it. �,IF�fai,� �. `��,� viDSi.0ONLY cu. ft. / 42.2 = 8.2 vertical-ft. of 8' dia. leaching pool required �. "*�lltwl�l- ! Y.S. Lic. No. 50467 ' PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS UNAUTHORIZED ALTERATION OR ADDITION y TO THIS SURVEY IS A VIOLATION OF ��2� SECTION N LA OF THE NEW YORK STATE Nathan Taft Corwin III APR O � DRIVEWAY AREA: 800 Sq. ft. EDUCATION LAW. d ®� 800 sq. ft. X 0.17 = 136 cu. ft. J 136 cu. it. 42.2 = 3.2 vertical ft. of 8' dia. leaching o01 required COPIES OF THIS SURVEY MAP NOT BEARING DACE S. F .F No --�-a� / g p q EMBTHE OSSED SEAL HALLD SURVEYOR'S INKED NOT BEECONSDERED L OR Land Surveyor PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL ti A I. - -^ TO BE A VAL10 TRUE COPY. WVV�.�.�� �^1 CERTIFICATIONS INDICATED HEREON SHALL RUN -d— PROPOSED 8' DIA. X 5' DEEP DR UN-OF CONNECTED TO 1:::•::::� GUTTERS & LEADERS FOR ROOF RUN-OFF ONLY TO THE PERSON FOR WHOM THE SURVEY F.�5ORO MS IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stapley J. Ingegno, Jr, L.S. FOR MAXIMUM O` Fk77 TELE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegn0 L.S. 6"• tVIPI/t PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE f•• T LENDING INSTITUTION usTm HEREON,AND t:• ..v TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Construction Layout EXPIRES THREE YEARS FROM [>TE OF APPROVAL. FOR DRIVEWAY RUN-OFF V TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 i 1 Its 1t,°1 SURVEY OF G LOT 77 IF rr OQ eJcyAP l+ 7F I n J� MAP OF EASTERN SH S APS ^ 9n92 SECTION TW FILE No. 4426 FILED AUGUS D, 965 SITUATE ,�' L• „��� °�P ��� ' GREENPORT TOWN OF SOUTHOLD 1% yo° 38.50 SUFFOLK COUNTY, NEW YORK ��c �� S.C. TAX No. 1000-33-02-22 0 LA SCALE 1 —40 'c f MARCH 5, 2021 •. TEST HOLE DATA AUGUST 25, 2021 FOUNDATION LOCATON Q� 0F, TEST a 0 o MARCH 14, 2022 LOCATE WALLS ev13 Yom`s.' HOLE+373 a •oGO (TEST HOLE DUG BY NATHAN T. CORMN III L.S. ON MARCH 5, 2021) APRIL 21,'2022 ADD PROP. DRIVEWAY & POOL 0316rq•4 3 ° EL. 37.3' V AREA = 14,464 sq. ft. •0 \ " 90.0 `,� sW r TOP SOIL 0.332 ac. \. a` o. 0.5 • O.�e`� _7._3 baa \ wq . �O \•. �' C s �• �0 pdD� SILT LOAM (ML) "aNDTR?i 0GS. f p1F�oF°� 3.0' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM \>� �O,fl Iva. o �p00F p� EXISTING ELEVATIONS ARE SHOWN THUS: XX.X awl ' ,0 �y MIXED SAND WITH GRAVEL (SP) M�INAGE SYSTEM CALCULATIONS: 7T �. r• —� ROOF AREA: 2.020 sq. H. 03 C` v �yp15��yt 2.020 sq. ff. X 0.17 = 344 cu. ff. FpR" p� PROVIDE (2) 84d1a. X 5?highISTORM DRAIN POOLS string pool required pP� e ry�d �Tf EL 20.3' 1 117' DRIVEWAY AREA 1: 370 sq. ft. ' ! 370 sq. It. X0.17 = 63 cu. f1. 63 cu. ft. / 42.2 = 1.5 vertical It. of 8' dia. leaching pool required ? .. ` ... �d1 EL 3.6' 33.7' PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL :; :. �` HIGHEST EXPECTED GROUND WATER �) �`' I\ :'•;;;@R q '; ..... TEST WELL No. Uc_GS 41 08_540723601 S 16783.2 DRIVEWAY AREA 2: 800 aq. it. ...............................'• : Q4c 800 sq. ft. X 0.17 = 63 cu. ff. m c' o ` 136 cu. ff. 42.2 = 3.2 vertical ff. of 8' dia. leaching G •::•;:•;::::•::•::•. / g Pool required O 0 0 P 0.::::::•::... Y G y a a\ 09�pApl VpT� 375 PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL En O�p0%Op�/ , PROPOSED 8' DIA. X 5' DEEP DRYWELLS CONNECTED TO i )' 9 5� GUTTERS & LEADERS FOR ROOF RUN—OFF 40 P � � '—� gj• \ PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN—OFF ` .00. T$,5 O LOT COVERAGE 35.5 M1apF� ro DESCRIPTION AREA X LOT COVERAGE .��� 5 LOT PREPARED IN ACCO E=THE MINIMUM 005.06L HOUSE ✓f PORCH 2,020 ■ ff. 14.OX STAN DARDS,FO ITrmE(Su ESTABLISHED q• PTED FOR\BY 8 CN�L-—W'71, I RK D ATF LAND 5sA PROPOSED POOL 800 sq. H. 8.5X TNOCb V / LE�,a lr,�l-` !" .. TOTAL 2,e20 p. ft. 19.5;e �67 N.Y.S. Uc. No. 50467 II-' III�J'" 1�•/ � UNAUTHORIZED ALTERATION OR ADDITION ° Ci'l r6l L•� L J TO THIS SURVEY IS A VIOLATION OF 1� SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan Taft Corwin III 202 COPIES OF THIS SURVEY MAP NOT BEARING Y THE LAND SURVEYOR'S INKED SEAL OR ,.r APR 2 w r' " TO BE VALID SEAL SHALL NOT BE CONSIDERED TO Land Surveyor BE A D TRUE COPY. BUILDING DEF.-PT CERTIFICATIONS INOICATEO HEREON SHALL RUN TOWN OF SOUTHOLD ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF To THE Successor To: Stanley J. Isaksen•Jr. LS. TITLE COMPANY,GOVERNMENTAL AGENCY AND 'Joseph A Ingegno L.S. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys —Subdivisions — Site Plans -- Construction Layout TUTION.CERTIFlCATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE RIGHT WAYS OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamespart• New York 11947 SURVEY OF LOT 77 J MAP OF EASTERN SHORES SECTION TWO FILE No. 4426 FILED AUGUST 10, 1965 SITUATE GREENPORT TOWN OF SOUTHOLD ,����� ��� oy• G �" SUFFOLK COUNTY, NEW YORK �1 QQVOJ` r'�� S.C. TAX No. 1000-33-02-22 ,+0 SCALE 1"=40' MARCH 5, 2021 oy'�0J` " AUGUST 25, 2021 FOUNDATION LOCATON H� Ok� TEST HOLE DATA J5 V + G (TEST HOLE DUG BY NATHAN T. CORWIN III LS. ON MARCH 5, 2021) cP�T s r ` EL 37.3' AREA = 14,464 sq. ft. o ,� a G�y� TOP SOIL 0.332 ac. �� \'• b �, 3 0.5 O QOM \ 0 ti a� SILT LOAM (ML) % G (`G� 101 3.0' iso MIXED SAND WrrH GRAVEL (SP) moo// tae (7 0 iA-' �0 EL 20.3' • / EL 3.6' ra ?I I 133 a \ �� •��� HIGHEST EXPECTED GROUND WATER / 41063407223601 \ g7� TEST WELL No. USGS 41063407 23601 S 1678 2 0 9 \\a C o oa ;boa Irbo ESTABLISHED P� I I��( ��o�J r] PREPARED IN AC M �CERy�, E MINIMUM ��// `-� ERY TiOERL5 S 7QIPPROVED. OPTEDSHED TITLE R U O y elf- LARD usvSEP 1 6 2021 % � !:� 15� &7_ SJ .. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA7IDN OF �..:.� EDUCATION N LA . THE NEW YORK STATE Nathan TWf Corwin III EDUCATION LAW. COPIES OF'THE SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL BE CONSIDERED TO BE A VALID TRUE COPYN.. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 5 PREPARED.AND ON HIS BEHALF TO THE Successor To: Stanley J. Isokeen,Jr. L.S. TITLE COMPANY. GOVERNMENTAL AGENCY AND Joseph A. Ingegno LS. - LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Tdle Surveys —Subdivisions — Site Plans — Construction Layout TUTION.CERTIFICATIONS,ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE RIGHT OF WAYS OFFICES LOCATE)AT MAILING ADDRESS T ANY. NOT SHOWN ARE NIT GUARANTEED. 1566 Main Road P.O. Box 16 Jamesport, New York 111347 Jamespart, New York 11947 i SURVEY OF � Jc�P LOT 77 o ?Q°� MAP OF EASTERN SHORES e SECTION TWO FILE No. 4426 FILED AUGUST 10, 1965 SITUATE GREENPORT TOWN OF SOUTHOLD ISO SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-33-02-22 �J SCALE 1 =40 'G Pte` �O � MARCH 5', 2021 �� moi TEST HOLE DATA AUGUST 25, 2021 FOUNDATION LOCATON Q ,+1c, TEST MARCH 14, 2022 LOCATE WALLS HOLE373 � (TEST HOLE DUG BY NATHAN T. CORWIN 111 L.S. ON MARCH 5, 202 1) rod aca to-' EL.r �G�$ 373' AREA = 14,464 sq. ft. O -4 �. TOP SOIL 0.332 cc. 0.5 37.2 �G \r• � SILT LOAM (ML) ' °o 3.0' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �� Gp�aOP� EXISTING ELEVATIONS ARE SHOWN THUS: XX.X Lik O Q MIXED SAND WITH GRAVEL (SP) SG a. 20.3' 17' r, %11 FL 3.6'I I 33.7' ® i"/ , , %, V' C j/ \ ,��j �s •� HIGHEST EXPECTED GROUND WATER 1 1 r TEST WELL No. USGS 41063407223601 S 16783.2 0//1 n b 111 c fy�HK 18 2022 Oy 37.5 ..{ C� , !a- �"o V �Z O 35.5PREPARED 5 6 LST F?y� BY TIDE Dslnl'L DSyN AC C ,'A1�HE�MIiNIMUHED V1 IMAPPAOVE4�, D„AD N Np( L 7� PrE OQVOV FOR SUCH US E EW= R'ST/1�F LAND Vg� TITLEA5SOCIATIo`.` y ,\ 677 .Y.S Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION !d M TO THIS SURVEY IS A VIOLATION OF - EDC7209 OF THE NEW YORK STALE Nathan Taf Corwin III EDUCATION LAW. I COPIES TMMBOSND SURVEYOR'S THIS SALL NOT NOT NEARING Land Surveyor 70 BE STD SEAL SHALL NOT BE CONSIDERED " TO BE A VNJD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen,Jr. L.S. TITLE COMPANY,GOVERNMENTAL AGENCY AND Joseph A. Ingegno LS. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title SurmYs— Subdivisions — Site Plans — Cons6uction Layout TUTION.CERTIFICATIONS ARE NOT 1R NSFEHABLE. PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENTS THE EXISTENCE NRIGHT OF WAYS OFRCES'LOC47ED AT MAILING ADDRESS ' T 5 OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jomesport, New York 11947 Jamesport, New York 11947 ii SURVEY OF qJ�JG4P��� SEPTIC SYSTEM TIE MEASUREMENTS LOT 77 Q CORNER F± CORNER[g] TERN HOUSE HOUSE OF EAS MAP SHORES SEPTIC TANK 18.5' 26' SECTION TWO ' COVER LEACHING POOLFILE No. 4426 FILED AUGUST 10, 1965 �( y COVER 1 34 28' SITUATE �G�p,�� y� c LEACHING POOL , , o�J�vc � of Q��' COVER 2 28 36 GREENP ORT Q TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-33-02-22 � •�- 0 � . " • •••�mQ�� �'��G �, � SCALE 1 "=30' MARCH 5, 2021 AUGUST 25, 2021 FOUNDATION LOCATION Q ,+ �. ' '`• s�� o�`o MARCH 14, 2022 LOCATE WALLS Js�� ,gyp '�� " ooh a+�o� • �P'� tioF}a��,�y►. � APRIL 21, 2022 ADD PROP. DRIVEWAY & POOL ®,5p �i� o,. ,• g�Oy o Qo z G�,y AUGUST 1, 2022 FINAL SURVEY G0 ok\ (� 9� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AREA = 14,464 sq. ft. APPROVAL OF CONSTRICTED WORKS FOR 0.332 ac. A SINGLE Ft' '-t.Y RESIDEMCE kj ry�y� � ao Qap Date SEP 2 1 LIDS hl.e�.I�:T,'i.i�1Ct. o � �� ` � F� •. 100. °.lk The sewage disposal and w0ter s'.PPly facilities at this Location have been >•. o ��,. �O�y GPR \o °° 'p� inspected and/or certified 5u this Department or other gentles and found to S��lAJ a�O y�\.• A yo Pte•''•,,+s'�:;: ,o �pJF®�jI� U��F, BEDROOMS. % pbe satisfactory kv` ,j F � 7 r Craig Knepper, P.E., Chief SEP Office of Waste�r�iatur i��anag ment �j� J�� G"-° ,,y �� t',�yfPn�•,p����er3�"a�6.,,,_b�,,��t••��Id PREPARED IN ACCORDANCE WITH THE MINIMUM BY THE STANDARDS FOR ASND.APPRO D AND ADAS OPTED FOR SUCH USE BrTHENtW'YORK STATE LAND QP(\O og TITLE ASSOCIATIaFI. F New 16 AFT ® /y o �J \ .�\ oe\K� ty`t>\R I 11 r, I e 11 .• GAS6 O �, �IOV1 47022 Gl y 1% yQ\ �� Seo\. \ ooN_ 67 J\. 65 WoS N.Y.S. Lic. No. 50467 1p_ `' L0� \ R '� 'D VP wP�� UNAUTHORIZED ALTERATION OR ADDITION QJ TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III Jc�fLO SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. L.S. TO BE A VALJD TRUE COPY. Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND FOX (631)727-1727 LENDING INSTITUTIONLISTEDLISTED HEREON, AND (631)727-2090 TO THE ASSIGNEES OF THE LENDING INSTI- OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box ,16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin3®aol.com 41-059D -Vq Generated-, by REScheckWeh Software-. Compliance -Certificate Project THE DEVON Energy.Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: 'New,Constr'uction Conditioned Floor Area: 1,542 ft2 Glazing Area 9% Climate Zone: 4 (5572 HDD) Permit.Date: Perrrft-Number: J Construction Site. Owner/Agent: Designer/Contractor: 1610 Westwood Lane Evan Yerasimou robert higgins architect GREENPORT, NY 50 hidden acres path .Wading river, ny 11792 RAI Compliance: 1.2%Better Than Code Maximum UA: .436 Your UA: 431 Maximum SHGC; 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative'to a minimum-code'home. Envelope Assemblies AJA cay'tt U or' R-Value R-'v,,ai'u'e , Y, or -Fact Perinneier Ceiling: Flat Ceiling or Scissor Truss 1,636 38.0 0.0 0.030 49 Ceiling 1: Cathedral Ceiling 154 30.0 0.0 0.034 5 Wall:Wood f rame, 16" o.c. 2,602 15.0 4.0 0.057 128 Door:Solid-Door(under 50%glazing) 58 0.400 23 Door 2: Solid Door(under 50%glazing) 18 0.250 5 Door 1: Glass Door(over 50%glazing) 42 0.300 13 SHGC: 0.30 Window 2: Wood Frame 245 0.300 74 SHGC: 0.30 rim joist:Wood Frame,.16" o.c. 342 .30.0 0.0 0.049 17 Wall 2: Wood Frame, 16" ox. 325 15.0 0.0 0.077 25 Basement: Solid Concrete or Masonry 1,520 0.0 11.0 0.057 85 Wall height: 8.0' Depth-below-grade: 7.0' Insulation depth: 8.0' • Door: Solid Door(under 50%glazing) 21 0.250 5 Window:Vinylframe 8 0.300. 2 SHGC: 0.30 Project Title:THE DEVON Report date. 04/08/21 Data filename: Page-l'oflO 1 Compliance:Statement:: The proposed.-.building.design:describph , consistent;with,the-bu.ilding,plans,-specifscations, and-.other;calculations submitted with the permit application.The propog has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the maqui ments listed in the REScheck Inspection Checklist. �Robert�"l�iggins Ardhitect 4/8/2021 Name-Title Date Report date: 04/08/21 Project Title: THE DEVON Page 2 of10 Data filename: ` , . - . ,� ~� _°=""�=~ =����~��� �~— ___� Inspection Checklist 'Energy ) ������������� �� ��0'���������� m— -- 'Energ\/ COde: 2018 \ECC Requirements: 97.096were addressed directly in the RESchmck'softvvare ' Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement,wilt be met'and how that is documnentmd� orthatanexception is.being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. `�­=75,i e a n=-� .Sec ion- 103.11 Construction drawings and �OComplies :Requirement will be met. 103.2 ;!documentation demonstrate 'E]Does Not ,[PRI ode,compl lancef or.the building envelope. rmal '::',ONot-Applicable ,envelope represented on !construction documents. ........... El Complies :Requirement will be met. 103.1, tion drawings and 'ElDoes Not 103.2, 'documentation demonstrate 4,033 ode compilance,for [PR311 ;lighting and mechanical systems. tINo't Applicable :Systems serving multiple dwelling units must demonstrate ,compliance with the IEC ;Commercial Provisions. Heating: Complies 'Requirementwill,be met. Heatipgandcooling equipment is' Heating: d r ACCA Manual S based Btu/hr Btu/hr ODoes Not Cooling:. Cooflng.:- ;[_-]Not Observable Manual J,or other methods Btu/.hr Btu/hr� 'E]NotAp AdditionsNCommmmemts/mssummptoons: ' Project Title: THE DEVON Report date: 04/08/21 ' � d.,�eR' fi' '�S�tta _iel 6. ,F pians!f77 U7r1 tlOnS; Eouindat�on.insloectson , iVaiue Vague Co,vip6ies �oorem�nts/Ass p 6a Re i® .. 402:1:1 ;Conditioned"basemen `w tall . R- 'R- .❑Complies See the Envelope Assemblies j[F04]1 insulation R-value.Where interior R- R- ❑Does Not table for values. insulation is used, verification -❑Not.Qbservable- may need--to,occur during.- !❑Not Applicable Insulation Inspection.Not required in warm-humid locations Un,Climate,2one 3. ---� s ,_.❑Complies Requirement will be met. 303.2 ;Conditioned basement wall [F0511 insulation installed per " []Does Not asw .: manufacturer's instructions'. `' tis4` `'''~ l�) � - '�-�', _ _ - _ �i❑Not Observable , ....[]Not Applicable ft = ❑Gom lies Seesthe-Envelope-Assemblies 402:2:9 Conditioned basement wall ft p ;table for values- [F06111 :insulation depth of burial or ;❑Does•Not distance from top of wall. '❑Not Observable. ❑Not Applicable 303,,2 A protective covering is installed " - _ _ ;';';;❑Complies ;Requirement will be met. R.jF,❑Does Not to protect.:exposed.exterior lnsuI ion and extends a ;❑Not Observable ` ;minimum of 6 in, below grade. � d � t ❑Not.Applicab.le. s� - 403,.9 SSnow-and ice-melting system ❑'Complies :Requirement will be met. [F012y ,jcontrols installed. y❑Does Not ; ]Not Observable ;❑Not Applicable Additionaflr Comments/ASSUrnPtions: 1!tligh'Impact(9 ier T) 2+')Medium Impact(7 ier'2) -3_:Low9.mpact(Tier'3') Project Title: THE DEVON Report date: 04/08/21 Data filename: Page 4 of10 n .�ri �e gg.,•ons;n, !'':;�;��. 6:i `� ppppe�u L't5 6R5 .,,e. - Y&9Y! s'.lte'i�fil c?;�` �:iVarsm l p _ �'la9an - - es. - - ;.:_'.#. �ram�ng/Rough In p ldaliue, :Vague :"IC & Req;J . , U QComplies See the Envelope Assemblies U J. 402.1.1, Door U-factor. ;❑Does Ndt table for values. 402:3.4 [FR1]1 ;[]Not Observable ❑Not Applicable U-- ;❑Complies ;See the Envelope Assemblies 402.1.1, :Glazing U-factor(area-weighted U- ❑Does Nottable,for values. :402:3':1, average)'. 402.3.3, �❑Not Observable 402.5 ❑Not Applicable ,[FR2]1 <.: « ❑.Co.inplies, ;Requiremen#.will be.met.. n. .roducts.;; 03.1.3' U-fa.cto.rs of fenestratto p 3 r accordance aDoes Not [FR4] :are determined'in ac with the NFRC test procedure or i ❑Not Observable :taken from the default table. '# ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier . '❑Complies ;Requirement will be met. [FR23I1 installed per manufacturer's - Eboes•Not. r ;instructions: '❑Not Observable ',❑Not Applicable s :❑Complies ;Requiremen'twill be met. 1402.4.3 ;Fenestration that is,not site,built 1 -]Does Not [FR20]1 is listed and labeled as meeting, °,,;,' r. t ` AAMA/WDMA/CSA 101/1.S.2/A4401 - ❑NotObservable: or has infiltration rates per NFRC ,. f '` x { =� ~' ❑N'oY Applicable 400 that do not exceed code :limits. 'Requirementwill be met. ,❑Complies C=rated recessed'tighttng fiixtures` _ :, ? led athousin /interior finish ,❑Does Not [FR16] sea 9 , and labeled to indicate s2.0 cfm w .❑Natobse►vable leakage at,-7 Ra: ❑Not Applicable 403.3.1 'Supply and return ducts in attics 'rtJ ❑Complies ;Requirement will be met. ,['�F�R1211 Ansulated:>=;R=B where dut-tis a 'X .` ` =]Does''Not x >= 3 inches in diameter and > ;❑Not Observable ; ,R-6 where< 3 inches, Supply and` ❑Not Appli.cable ertions;of' y:j?:.' V:` ^+;a"•'x` i^i'4; t. ;;.;v reterncY duets-in other P •the building insulated>= R-6 for diameter>= 3 inches.and R-4.2 ` for.<31n.ches,in:.diam,eter.. " ❑Complies Requirement will be met. 403.3.2 .Ducts, air handlers and filter / ❑Does Not [FR13]1 boxes are sealed with J joints{seanlscompliaret'wi.tht iii„ L ;� '`' ❑blot•Observable '.International Mechanical Code or _ ,___, :F, ?❑Not Applicable :InternationalResidentiai Code as r" 'applicabl'e. 3 FL3 Building cavities are not used as 3❑ComPiies ;Requirement will be met. ducts or plenums. Does Not Not ObservableNot Applicable .;❑Complies Itequi.r�ementwi-11 be met. {H1�AC pipi,m.g eonveying f, uids s ;❑Does Not ; r above'105 QF or chilled fluids below 55 °F are insulated to zR- ❑Not Observable I 3. ;❑.Not Applicable i - ❑Complies Requirement will be met. 403.4.1 :Protection of insulation on HVAC ❑Dfl�No# [.FR24]1 ;piping. { ❑Not Observable , ❑Not Applicable R_ ;❑Complies Requirement will be met. Hot water pipes are insulated to R- ;❑Does Not ?R-3. i ;❑NotObservable - k: ;❑Not MediApplicable - 'ow';2t� iarrrImpact' 2')� 3`jL'owrlmpaet'(fier3): 'Hin (TierI` [Hith , Report date: 04/08/21 Project Title:THE DEVON Page 5 of 10 Data filename. 77 77-7, 7 �ommen'ts/Ass pti ons-", lan", • PP Fiel&-Verifi6d e 7 ts/Ass ..rarning] 06�iion .16 Va.ue & ElCompfies Requirement will'be met". or gravity dampers are. 409'6­1�_7-s'Automatic ,[FRI9 a --- -,installed on all outdoor air 11boes'Not Intakes and exhausts. fjNot obserVable Applicable Additional Comments/Assumptions: CaHigh'lmpacfi°rTierl) 2` edium,lmpact*, 3: 'Low-imp-act Iffier a) Report date: 04/08/21 Project Title:THE DEVON Page 6 of10 Data filename: 5 sca Plans'ilerifled Field'lferified .' , InsUlatlOra'iP1S�eC�tlOrl VaIUe' `/alUe' Comp les? COriomp fitS(ASSumpt1O115-: & Fie BD 03Y1 z ,AiPinstalled°rnsul'atibn is labeled t + fr y Complies :Requirement will"be met. [lNI3]z or the installed R-values Does Not provided. _ ,, _ , - - - , ,;, , -, - r,�N4t Observable .l]. Not App'dicabie 402.1.1, Wall insulation R-value. If this is a R R- .;OComplies :See the Envelope Assemblies '402.2.5, mass wall with at least 1%z of the �'W00d' [�'Wood Oboes Not table for.value 402.2.6 'wall insulationon the wall O Mass ❑ Mass '[]Not Observable [IN3]1 :exterior,the exterior insulation 01 _Steel Steel f1blotApplicahle requirement applies'(FR-1A). rtstal/ed" es Requirernent-will°be met- 303.2 Wall.insulation is-i p [IN4]1 ;manufacturer's instructions. s.,' :Oboes Not .iONot Observable ONot Applicable Additional Comments/Assumptions: 1jHigh-1mpacV(Tier'1) 2; 'Medium`Impact,(Tier2) 3^;'Low'Impact`(Tier3) Project Title: THE DEVON Report date: 04/08/21 Data filename: Page 7 of]0 717 C Pla"n's Veiriffe3.d- V_ Flel d: I -Final Inspection.pr6visions ?.Mn) ReValue' Value — "EIC omolies See the Envelope Assemblies 402.1-1, Ceiling insulation R-value. 'table for values. Wood 402.2.1, E] Wood' ;F❑-1 d �E]Does Not 402.2.2, Steel ❑ Steel :UNot Observable 4172.2.6 'DNot Applicable [Fill' 303.1.1.1,'Ceiling insulation installed per C]Complies Requirement will be met. 303.2 ;manufacturer's instructions. ;FlDoes Not 'S [F1211 Blown,insulation marked every ....... ...... 'EINot-Observabli�- 300 ft2. u. El' Not Applicable � ..,,.E]Com.plies ,Requirement will be met. Q. Vented attics with air =eable _pc ;insulation"include baffle adjacent DDoes Not to soffit and eave vents that ONot Observable extends over Insulation. �,,,E N, t Applicable T, 402.2'.4 Attic.-access hatch and door R- R- TIComplies; !Requirement will be met. [F1311 "Insulation aR-value of the �E]Does Not adjacent assembly. 0Not Observable. 'E]Not Applicable—;; 402.4.1.2 Blower door test @ 50 Pa. <=5 ACR 50 ACH*50'=— E]ComplVes- Requirement will'be met. F11711 ?ach I ,.n Climate Zones 1-2, and 0Does Not <=3 ach in Climate Zones 3-8. C]Not Observable :C]Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 EComplies "Requirement will be met. [F127P. determine air leakage with, ft2 ft2 Elboes Not :either: Rough-in test:Total E]Not Observable ,leakage measured with a 10Not Applicable ;pressure differential of 0.1 inch �w.g. across the.system.including: 'the manufacturer's air handler enclosurelf,instailed.-at time..of test. Postconstruction test:Total leakage measured with a pressure differential•of 0.1 inch :w.g. across the entire system i 'including the manufacturer's air handier enclosure. ' 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 EComplies Requirement will be met. (F14]1 cfm/100 ft2 across the system or ft2 ft2 UDoes Not <=:3 cfm/100 ft2 without airNot Observable :'handier @ 25 Pa,for rough-in El EINot Applicable ;tests,verification may need to ;occur during Framing Inspection. 'Requirement will be met. 77777,, "Elcomplies 403.3.2.1 ;Air handier leakage designated [F124]1 i by manufacturer at<=2%of ElDoes Not clesl9 nair flow. °:1+' 3. iilot Observable . ­,0Not Applicable Licomplies Requirement will,be met. Programmable thermostats 403;1;L Y" Does Not installed for control of primary El heating and cooling systems and '.;FlNot Observable initially.set by manufacturer to "'EINot Applicable ,code specifications. OComplies Requirement will be met. Z�10 K t pump thermostat installed heat eat pump ❑ Not 'MNot,observable -'E]Not Applicable lies Requirement will be met. CircUlating service hot water omp systems have automatic or ❑Does Not 'accessible manual controls.. N ot.Olnervable. ;01\lot Applicable �J;Tligh limpact—ier ri) 'Impact[Tier 2} ftpaCt,(Tier 3) p Project Title: THE DEVON Report date: 04/08/21P Data filename: Page 8'ofl'0' ` � ' ' ' � ' 7777777777-77777777771 Id Ver Re D .�iojl _ M Requirement will'be met. 403.6J.- iTIF-mechanical ventilation syste fF12512 'Jans not part of tested and ii ted E]Does Not !HVAC equipment meet efficacy [3Not Observable "ONot Applicable 0 Complies Reqpirement will be met. -,,,Hot water boilers supplying heat fff,2*611',,`,,.,,� through one-or two-pipe heating s have outdoor setback Not Observable system I lower boiler water -,,,:j contro to ,,L[3Not Applicable e erature'based on outdoor mp emp Elcomplies Requirement will be met. in systems !X_4 03,151A 'Heated water circulatic ",Elboes Not have a circulation pump.The -,[3Not Observable -system return pipe is a dedicated % return pipe or a cold water supply 'C .,ONot Applicable Gravity'and'thermos- syphon circulation systems are nt, Controls for not prese circulating,hot water systern. pumps start the pump with signa hot water demand within the occupancy.Controls autom atically turn off the pump tion loop .when water is in circula ',J is at set-point temperature and ;no demand for hot water exists. t will be met. 403.5.1,2 'iElectric heat trace systems �.L,comply with IEEE 515.1 or UL Does Not Controls automatically )- E]Not Observable d' t the energy inp Jus ut to the n the Not Applicable heat tracing to maintai -rature in the Requirement will be met. ,-Dem,and,recirc 40,55 2 ulation water ODoesNot 10304� systemsrhave controls that PUMP manage operation of the EN t Observable and limit the.temperature of the 'j, Applicable- water e ritering the cold water piping Requirement will be met. 403-.`.�.4%,4Drrain water heat recovery units '�tested in accordance with CSA 'E]Does.Not B55.1. Potable water-side EINot Observable eat -EIN,t Applicable- pressure loss of drain water h -recovery units< 3 psi f or individual units connected to one showers, Potable water- or two sid pressure loss of drain water heat recovery units <2 psi for individual units connected to three or more showers. Requirement will be met. TIComplies 404.1 :90%or more of permanent Does Not 11`1611 ':fixtures have high efficacy lamps. servable nNot Ob .,[]Not Applicable 7, "U_Complies Requirement wilVbe met. Fuel gas lighting systems have EDoes Not ;q2313- no continuous pilot light. E]Not Observable [Not Applicable. Co plies 461. 8 ompliance certificate posted. ' oes Not _�[]Njt Observable ONot Applicable KedllbmI'm pact er 2), Report date: 04/08/21 Project Title: THE DEVON Page 9 of10 oatamenamc _ rnp en s/ s ssu tions-, P9 ares �e­ n�a In s U0 V pp� eq- D' lies Requirement will be met. 303;3,-'­.�-*manufacturer manuals for Eltom p mechanical-and-water heating 1,H. ;Does Not systems have been provided, 'Not observable -'�O]Mot Applicable Additional Comments/Assumptions: High impact-(Mer 1) --IMedium'lmpact'Mer AJLowm act(Tie�r3) � Project Title:THE DEVON Report date: 04/08/21 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 19.00 Below-Grade WaU 11.00 Floor 0.00 Ceiling /hoof 38.00 Ductwork (unconditioned spaces): e . . Window 0.30 0.30 Door 0.40 0.30 . . RN drool lQMl Heating System: Cooling System• Water Heater• .Name: Date• Comments CD 11 LINSR��1 y _. 1'-0" (MIN.) _R Q Q 2 #� LEVEL�:BACKFILL cn o0 2"FAIN.COVEk � � GR AVEL DRAIN p l 3"WEEF!S °' FABRIC @ WEt pS @ 24"(S.C. #5 REBARS @ FIN GAD - . 1 O.C.BOTH WAYS, IN OOTH_STEM AN BASE 0 2 #� 1-1/2"MINIMUM CbVER ' NCrJ - -O lV BOTTOM OF PbOTING 36"MIN:SEI_6W V-8„ 4'-0" GRADE LW q GIfD Al9r, rn T-TYPE_R_ET'AI N I N WALL C7�TAIL -z d3 Lo 4.000 P81 CAST-IN-PLACE AIp-ENTRAINED � CONCf�ETE ObTIN AND WAS L WITH KEY t �� � M CJ SOIL= BLARING PRESSURE 1 TCN/SQ FT MINIMUM c4 OR9 s RIDGE RIDGE VENT PLUMBING NOTE: TYPICAL ROOF CONSTRUCTION R905.1.2 ICE BARRIERS; ALL PLUMBING SYSTEMS SHALL BE RIDGE ARD Class AAsphalt Roof Shingles w/ SELF-ADHERED POLYMER MODIFIED INSTALLED IN ACCORDANCE WITH fasteners per manufacturers specification BITUMEN SHEET USED IN PLACE OF , NORMAL UNDERLAYMENTAND SHALLPART VII-PLUMBING and the NYS CODE .6 COLLAR TIES SHALL BE NAILED with 4-10d Underlayment as per section R905.1.1 & EXTEND FROM THE LOWEST EDGES OF BOX NAILS IN ACCORDANCE installed per Table R905.1.1(1) ALL ROOF SURFACES TO A POINT NOT ELECTRICAL NOTE: WITH FASTENING SCHEDULE Ice&Water barrier as per section R905.1.2 LESS THAN 24 INCHES INSIDE THE ALL ELECTRICAL EQUIPMENT (Note: Double underlayment is required EXTERIOR WALL LINE OF THE BUILDING. AND WIRING SHALL BE INSTALLED for Roof slopes between 2 on 12 and 4 on 12) ON ROOFS WITH SLOPE EQUAL OR GREATER IN ACCORDANCE WITH PART VIII-ELECTIRCAL 12 2x4 CT @ 48"cc 12 Framing As per plans with 1/2"exterior grade THAN 8112,THE ICE BARRIER SHALL ALSO BE OF THE NYS CODE. A MINIMUM OF 75%PF span rated structural plywood Sheathing, APPLIED NOT LESS THAN 36"MEASURED ALONG PERMANENTLY INSTALLED FIXTURES RAFTER/CEILING JOIST HEEL 8 8 Nail to framing in accordance Fastener THE ROOF SLOPE FROM THE EAVE EDGE OF THE MUST HAVE HIGH-EFFICACY LAMPS. JOINT CONNECTION SHALL BE NAILED Schedules&Strapping per detail sheet(s). BUILDING 8 49' TOGETHER IN ACCORDANCE Flashing per R905.2. -3" WITH TABLE R802.5.2 ^ MECHANICAL NOTE: THE MECHANICAL SYSTEMS SHALL (SEE DWG-1 FOR TABLE) F� BE INSTALLED IN ACCORDANCE WITH 27'-11" 21'-4" PART V&VI OF THE RC OF NYS. O WITH SIMPSON H2AAT EACH R806.3 ALL MECHANICAL SING PER ACCA RAFTER TO STUD. R-38C BATT BETWNASIZING INSULATION MANUAL"S"BASED ZI LOADS INSULATION AND SHEATHING CALCULATED PER ACCA MANUAL"J" F•+-i DUCT COMPLIANCE WITH MANUAL"D" E•-•I Top of Plate R303.4 MECHANICAL VENTILATION. ► D h' 36"HIGH RAILING SYSTEM DWELLING UNIT SHALL BE PROVIDED O 2E R802.5. .1 LAPPED JOIST ___----WOOD DECKING ON TOP OF WITH WHOLE HOUSE MECHANICAL O VENTILATION IN ACCORDANCE WITH LAPPED NOT LESS THAN 3", "DUCK"BOARDS RIPPED TO SECTION M1507.3 SHALL BE NAILED 16d PROVIDE A LEVEL TOP SURFACE TW24210 ------ ---- COMMON NAILS IN ACCORDANCE _'''"''' ----- R-15 BATT WITH TABLE R80G-1 0 ----EPDM ROOFING FULLYADHERED TO ; o• a 314"EXT.PLYWD SHEATHING • v a v '. ' o` • v a v v C7 INSULATIO I i 50 ; p ° 'd ° a w/R-4 EXT. BATHROOM HALL i 2X8 DECK JOISTS RIPPED TO SLOPE •--------------- -----------------------1---------------. •'° ' FOAM BOARD r W N BEI 114"/FOOT(MIN 5-1/2"@END) , • q I ; ; _+I G TER TO LEADERS •---- 19'-8 ° - _ To of Subfloor ' " o Q. --- - - - - -Topof Plate - - -- OUTSIDE BASEMENT ENTRANCE ; 1 1 I Q `t V R 0 BATT 10"CONCRETE WALL ON MIN 20"X 10" ° p• F-i-1 R-30 BATT WRAP HEADER N ' INS ATION FOOTING WITH 4"CONCRETE LANDING& , , O INSULATION AZE OARD 4"DRAIN TO DRYWELL,CONCRETE STAIR ; ' ' •p - ' ( nC:, halMEETING R311.7-STAIRWAYS, ' ° 1 , i c ;R-15 BATT VINYLSOFFITON HANDRAIL PER R311.7.8, 34"-38"ABOVE ' . a iv to ' < INSULATION- ! FURRING STRIPS NOSING. 36"HIGH GUARD RAIL ON ' ' 1 '. - v~i I " ; ;?� �T� w/R-4 EXT. i o N TOP OF CONCRETE WALL. ; ' ' 4 ; M O o I ,F- �.T.� F-'-•i W FOAM BOARD + 1 ' , e• to En -' + ' ' rn TYPICAL DECK FOOTING ' ' " ' ° ' ti ' ' Z 14"ROUND CONCRETE POURED 1 •• 1 ; r C O I � ' Q i PIER FOOTINGS TO VIRGIN SOIL, ' ' _ [� T� FAMILY LIVING 4"TREATED POST ANCHOR 1 o M W C? `` "' �• ' L� (tel V > ROOM ROOM -SEE DETAIL-13 ON DWG 2 FOR STRAPPING AND UPLIFT CONNECTIONS. ; , •p • ; N U_ - - _ Top of Subfloor 2 x 6 DECK JOISTS @ 16"o ° ,p - -- --- --- - - - 2-2 x 6 P.T.GIRDER ; ; 1 •p ; x , , - - To-of Foundation %-30 BATTGHT TYP.DECK GIR ER - - ; ; ® ' '• 1 - >; .:w_.: .:. . ..:....._ SEE DETAILS ,� 7-O ABOVE c , c2 �? d INSULATION , , , I 1 co ON DWG-2 1 1 I •o , W10 X 26 STEEL BM ; ° ; w o TYP. DECK EDGER 2X8 DECK LEDGER 1 ° 1 , , �'� SEE DETAIL ------- --_-------------------- ----- - -4-- DN l ._ . �- . -_ - - -- - - - - - - - - ° 1 0 BATT UNFINISHED _ 1_ _SEEl�ET_ON.DWG2_ •a INSULATION ': ON DWG-2 ; ,• .• a pe n a pe a o a 'p4 a e a pa a _s 3-0 ; , Do° , m o c c ,�o A EMENT ` P od 10 P o P o CT o , . , t•- E o '•� ' DRAPED ON B S .i ' a ''� II 1 I o , 1 �� � c� oco� cymc . '> • , , ------------------------------- Luh .'---' , 1 c c"Z v m WALLS p, , ° --L°V7 - . , b° , o m c m DECK LATERAL HOEDOWNS U)- " 1 . 1 U .O C C ` p,«+ SIMPSON DTT2Z w/(8) o T U,� SCA I ' D •°_o a'm o o �' m o 0 TYP,BASEMENT SLAB , 1A"X 1-112"SDS I11 , c v+ L` > c a o •o , BRACE WALL BO I to +�•- 3 _ Top of Footing o WITHIN 24"OF EACH END 1 1 1 o r cn N SEE DETAILS ON DWG-2 DET 2 ONCONNECTDWG ION 2 TAIL �y III c~n I .° • , C a. c 0 0-0 ~ TYPICAL �I 1 0 1 , m +� c c • m _ c C) , 3 cn , , � nooc � o r� , , o_ UNFIN. BASEMENT III _J CO L L m '� � 3 © m AS PER SECTION R506. O JO I 1 I a t o m o; cos o E (n c a SECTION / \ � , 1 _ F- `o- SII O aiocw- P? c �, ui; a� 1 , \ 4" CAST-IN-PLACE CONCRETE I 1 , y SLAB W/6 MIL VAPOR BARRIER O 1 '" ' ' F- � c ¢� _ja=i =m o aE m ma m " Uw E2 ° , .- o p � 1� , 1 V F- UCnmv HmEcL o 0 36"x 24"x 36"THICK 11 1 tl ' ch o =� 36"THTC , ' L o �-o o -c c 'u o ,.. m SCALE: 1 /4 - 1 -O , , CAST-IN-PLACE CONCRETE N 1 c ' ' ° • ' U_ FOOTING W/3-#5 REBARS E.W. I R302.5.1 OPENING P T ON. CAST-INP CE ONCRETE INSULATED SOLID CO ST EL ' ' X COLUMN:HSS 4 X 4 X 1/4" FOOTING W/ -#5 REBAR DIRECT VENT , ° cv DOOR,20-MINUTE FIR RAT D. INSULATION SCHEDULE HEATING SYSTEM b OVER 12"X 12"X 3/4" WEATHER STRIPPED 1 COLUMN:HSS 4 X 4 X 114 ; b ' shall Comply with 2018 I ECC ; ; BASE PLATE WITH W/SELF CLOSING DEVICE. OVER 12"X 12"X 3/4" 1 ++ I Y INSTALL IN COMPLIANCE 2 (4)3/4"A307 BOLTS I 1 I 1 TYPICAL SOFFIT CONSTRUCTION. W/RESIDENTIAL,ENERGY ; ; (ASE PLATE WITH Location R-value Thickness �f° 4 3/4"A307 BOLTS 1 , &MECHANICAL CODE 1 1 13'-0" S e" N 12 overhangs-typical 1 p-, 14-4/ Flat Clg * R-38c 10-1/4" G 1 .... 6" Wood fascia & 6" Wood rake boards. p MAINTAIN REQUIRED SEPARATION , , � ' � W12 X 5 STEEL BM 1 � W12 X 35 STEEL Bl ' ' Vaulted Clg R-30c 8-1/4" Trim in aluminum or use "azek" or equal DISTANCE FROM ALL HEAT ; ; - W12 X 35 STEEL BM - _ 2'-6" - _ _ - W12 X 35 STEEL BM_ I Floor(unheated space) R-30c 8-1 I4° PRODUCING EQUIPMENT TO ; ° -;- - - __:_,___ - ; - -�3+-fl _ =• - - , Metal drip edge per R905.2.8.5 N COMBUSTIBLE MATERIALAS PER MANUFACTURERS Floor(outs ide air) R-30c 8-1/4" Fully Vented Vinyl Soffits AND LATEST MECHANICAL CODE. IONS a Exterior 2:K6 walls R-21 5-112" 1 1 2X4 FRAME AROUND - --------2:x4 walls R-15 3-1/2" + Mechanical Systems ° • ; STAIRCASE FROM FLOOR Exterior TYPICAL EXTERIOR WALL y TO CEILING. TREATED SHOE 12.0 R-4 Exterllor Foam Insulation " THE MECHANICAL-HVAC SYSTEMS 1 ° 1 PLATE AND GYP,WALL BID c c c c c=__ , 2 x 4 Doug-Fir Wood Studs 16 oc. b , o INSIDE FACE OF WALL MIN. -_-__-__ 2X4 STU ALL air seal walls to pass 3 air changes per hour SHALL BE DESIGNED AND INSTALLED ATTACH RAILINGS.HANDRAILS Double top Plate and Single Sole Plate. IN ACCORDANCE WITH PART-V ' oo ' - 34"•38"ABOVE NOSING. W/R15 ATTINSUL Above grade attic walls R-15 3-1/2" ' T -- INT IOR FOOTING/COL MECHANICAL OF THE CODE 1 1 ___ Cl) I 30' 3Kx 14"THICK I I , • ° , W g 1/2" exterior Grade - Span Rated R302.7 UNDER-STAIR PROTECTION + M ' b° ' ENCLOSED SPACE UNDER STAIRS THAT 1 ''_'' F- / ❑ Foundation Walls R-11 Draped over walls IS ACCESSED BY L CA -IN-P ACE CONC ETE p 1 Continuous Structural plywood Sheathing. ________ , , - PANEL SHALL HAVE WALLS,UNDER-STAIR O FO TING ( =4000 PSI) ,' I E- ( in lieu of insulating basement ceiling) p • O _p SURFACE AND ANY SOFFITS PROTECTED n Fastened per Fastener schedule. n _______ m W/- 5 REBAR�S @ 10" w. m ;-7------ O ,+ 1 ON THE ENCLOSED SIDE WITH 1 1 Foundation Rim Joist: R-13 - 2 closed cell spray foam 1 1 Ir M 1/2-INCH GYPSUM BOARD. o W 1 \ W O y ' ' Z tyvec House Wrap or equal. , , g - --------- w COLUMN: WS x 26" 1 LLJ 1 ' 1 ' ' N All Glazing U = .30 SCGH: .30 C ' �, ;, ; o cn Vinyl or Wood Siding as per clients selection 1 1 LL ______ ( U I Ov R 12"x 12"X 3/4' C o o N ❑ N N Q Doors-less than 50% glazing U = .40 0 ; 2 2x1 X BASE PLATE WITH I\ I ( o, N N installed per manuf specs and NYS code. M -------- N' co W -_ Door-more than 50% glazing U = .30 SCGH: .30 � ; ; 1 __ _- X I (4)3f4"A307 BOLTS \ / x,Q ; I m _ N iii Cont. load path strapping installed in accordance F- 1 2co Lu with drawings. Provide Fire Blocking in accordance UP = I I I I co I � -1 Q w `` * , x BRACE WALL ABOVE j \ 1 oI I 2 N If part or the entire attic will be decked over with plywood, o N N the ceiling joists must be deep enough in order to fit the with R302.11 & R302.11.1 and I O NNECTION DETAIL I .- N pp' g per R302.12 & R302.12.1 ° N N s D T 2 ON DWG-2 - l2" METAL" DECK \ -'r: ; batt insulation so that it is not compressed. If not then Draftsto In ° • N ' _I X, , T PICAL W/REINF.C CREZE GARA SLAB , Clg Jsts will have to be built up or upgraded to the next size. ' ' .._____ _________________ I --______ _---- co __ -------­-------- ------------------ __-- PITCH TO GARAGE DOJRS-114"/FT�PITCH 1 w' 1 TYPICAL FLOOR CONSTRUCTION p° t- --- I ; - , GARAGE Other SpE;cifications: 3/4" Plywood Span Rated Subfloor, ,��; -• - °• ,A ; - o• , ,a ;,) , -, : ° ;, , •, e e• ; DWELLI G GARAGE 1 -------- V ________�_ � - Glued and Nailed in ° •° ° SEPARATION IN - \ �- I 1 L, I� • Window, U5 0.30, SHGC5 0.30 ------------------------------- ------------------- ------- ------------------- ' TABLACCE R 3o2,ANC6 ITH , 1 accordance With the fastener Schedule. DECK LATERAL HOLDOWNS , ;'a TABLE R 02.E I I \ I , • z 100% Ohl h efficient lighting (CFL's or LEDs SIMPSON DTT1Z w/(6)SD#9 2X8 DECK LEDGER EE D O TABLE + 1 , g y g g ( ) Floor joists and Bridging as per Code. X 1-112"ONE WITHIN � SEE DET. ON DWG 2 1 IN WALL 1 JUL 2022 • 5 3 air changes per hour ❑ UO e4 I I I \ I I o 24"OF EACH END AND TWO � , COMId�O WITH LI ING GAS HOT • Z All Energy Star appliances TYPICAL FOUNDATION CONSTRUCTION SPACED EQUALLY ALONG DECK CD o °e' ; AI3tEA. NATER TANK; ; Ttn!F• �vC},1 "1��I REFER TO DETAILS ON DWG-2 i0 x , , / I , N in accordance with chapter 4 �' ; q ; PROVID HEAT I Ia _ / DETECT R PER R314.2.1 I 1 R403.6 Mechanical ventilation shall be provided that 3000 psi Air Entrained cast-in-place concrete ;""'; ;--"'; ;""'; ;""t; _ _ '� cv a 22x10 Treated Girder 2-2x10 Treated Girder , , o- :!________ ' __-_______ ' ____-______ ' __________ ' ____ � meets the requirements of section M1507 p - - - - - - - - - - - - _ - _ _ - - wall on cast-in-place Concrete Wall Footing per - - ---�• - -.- �-.. - - -- _ _ p , R403. refer to Foundation Plan for footing size & ___ - - -" - - - ___ - - - - - - .......- - - - - - - - ' ° °o . o •• .° ' . o ' .° °d . o ' ' .° ' Q; U tn R403.7 Heating and cooling equipment shall be f _ ___________________________ _ _ thickness. Concrete Horizontal and Vertical TYP.COVERED / -- _ _ _____________________________ (� ° a� � sized in accordance with ACCA manual J by a PORCH FOOTING Z Reinforcement per Chapter 4. & gen note #6. SEE DETAIL 1a (2)ANCHOR BOLTS (2)ANCHOR BOLTS [--I O certified third party rater. Damproofing IN EACH CS-PORTAL +-� •-� cC IN EACH CS-PORTAL H N FRAp g per R406. 2- 2x6 approved ON DWG-2 FRAME WALL ABOVE treated Sill Plates, Sill Seal And Termite shield per SECMION SEE E WALL ABOVE ,� SECTION-SEE Section R318. Anchor bolts per Foundation Plan DETAIL 3 ON PG 2 DETAIL 3 ON PG 2 ^ '� �� M O TYPICAL FOUNDATION - 9'-0" WALLS and R403.1.6 ( ) x , IN ACCORDANCE WITH CHAPTER 4 50'-1" ® P ct INTERIOR WALL FINISH 8 CAST-IN-PLACE WALL WITH � Provide 1/2" Gypsum Wall Board on ceilings HORIZONTAL REBAR: PER TABLE R404.1.2(1) Greater than 8 foot Wall Height: One #4 bar within TYPICALANCHOR BOLT -R403.1.6 �• O and walls except basement walls & clgs - unless 9'-0" foundation walls MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH �" �D ARC.' 12 inches of the top of wall and One #4 bar near A c✓� y� noted. Min 1/2" Moisture Resistant Wall Board on NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST the third points in the wall story. FOUNDATION P LAN 4 ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. ' Ceiling and all walls in Bathrooms (humid areas) VERTICAL REBAR: PER TABLE R404.1.2 8 � " ( ) 1. Walls 24 inches total length or shorter connecting offset braced wall + and 5/8 cement board on walls and ceilings in wet areas. ** _ g g ,�,• ..�� Provide 5/8" Fire Rated sum wall Board on walls #5 @ 41 inches on center. SCALE: 1 /411 - 1 1'011 panels shall be anchored to the foundation with not fewer than one anchor bolt o gyp ON 20" x 10" CAST-IN-PLACE CONT. WALL FOOTING, located in the center third of the plate section and shall be attached to adjacent '' ' and ceiling located as per code, manufacturers braced wall panels at corners as shown in Item 9 of Table R602.3(1). {Fastening Schedule) 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE ` requirements and drawings. ,` SHIELD ALL FOUNDATION FOOTINGS TO EXTEND 2. Connection of walls 12 inches total length or shorter connecting + offset braced wall panels to the foundation without anchor bolts shall be permitted. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP The wall shall be attached to adjacent braced wall panels at corners as shown in "°. 0F N� • FOOTINGS IV TO 2H . Item 9 of Table R602.3(1). (Fastening Schedule) i CODE COMPLIANCE STATEMENTS: 1. The windows selected for this project shall meet R312.2 WINDOW FALL PROTECTION NOTE: the egress requirements of R310. TOP OF THE WINDOW SILL SHALL 2. All windows shall meet Section R308 Glazing and BE A MINIMUM OF 24"ABOVE THE FINISHED R308.4 Hazardous locations. FLOOR AND GREATER THAN 72"ABOVE THE 3. Windows were required shall meet the Window Fall GRADEFINISHED OR OTHER SURFACES BELOW ON THE EXTERIOR SIDE OF THE protection requirement R312.2. BUILDING. SHALL COMPLYAS FOLLOWS: 4. Bathroom windows shall meet the hazardous glazing requirements as per R308.4 R312.2.2 WINDOW OPENING CONTROL DEVICES: 5. Stairs, landings, railings & guards shall comply WINDOW OPENING CONTROL DEVICE SHALL with R311 & R312 COMPLY WITH ASTM F 2000.THE OPENING DEVICE AFTER OPERATION TO RELEASE THE 6. Outside lighting shall comply with RE 3803.3 DEVICE SHALL ALLOW THE WINDOW TO ,..__w ....... �ri .�rk«.�.� 7. Stairway illumination shall comply with R303.67 FULLY OPEN TO MEET THE CLEAR OPENING ... .......................�............�....... .'"_7...........------------------.3 and R303.8 AS REQUIRE TO MEET EGRESS R310.2.1 .s 8. Fireblocking shall comply with R302.11 thru R302.11.2 Q 33 ,r 3 9. Draftstopping shall conform to R302.12 thru R302.12.1 10. Flame spread and smoke-developed index for walls (� », and ceilings shall compy with R302.9 thru R302.9.4 SOLAR ENERGY SYSTEMS 11. Flame spread and smoke-developed index for 4s-1 O - -------- CHAPTER 23 & (R324) insulation shall compy with R302.10 thru R302.10.5 U „ 28'-1' 21'-0" o,. O SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE 11. Recessed lighting fixtures rated for rT _l WITH CHAPTER 23 AND THE FIRE CODE OF NYS. membrane penetration Shall meet ASTM E119 SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. d Fire Stopping per ASTM E814 or UL 1479 PANELS SHALL BE LISTED AND LABELED PER UL 1703. anpp 9 aS p 12. Exterior Decks shall comply with R507. O i TW3052-2 w N SOLAR READY ZONE: IN ACCORDANCE WITH APPENDIX T ~ Q � THE TOTAL SOLAR-READY ZONE AREA SHALL BE 2-2x10 14'-11/,'' NOT LESS THAN 300 SQUARE FEET NOT INCLUDING 6-OI a- »�. ACCESS OR SET BACK AREAS AS REQUIRED BY 3Y� ' n Ile THE INTERNATIONAL FIRE CODE. c I cV �{ Q � ROOF AREA ORIENTATION SHALL BE BETWEEN oco x 110-270 DEGREES OF TRUE NORTH. N I W 0 •� ; CONSTRUCTION DOCUMENTATION 0 CERTIFICATE REQUIRED PER T103.10 ' WALK-IN O I� Q 2x8 Rafters @ 16"oc I CLOSET Z 2x8 Clg Jsts @16 ocLu w � W 2x4 CT @ 48"oc } IT-4" I �` '„J Q ROOF PLAN OP � N w BEDROOM #5 � 13'-10" T-6" T-6 SCALE: 1/8" = 1'-0" " I N � X N' WALK-IN 39'9" I cV CLOSET 1 ------------------- M X --------- --------- nJ FRAMER TO VERIFY CENTERLINE OF -___--__- u7 N , CO c WINDOW OVER KITCHEN SINK WITH """'-- c M N KITCHEN LAYOUT PLAN PROVIDED _ I Q °BY BUILDER. - F- °7 o E F mo a>> oy ' MLS-. w E L y b O TEMP GL TEMP GL TW3046 21-811 12-6 a U o m a o 0 0 rami I u n M c c Z m m i EGRESS M `o _c C o o m `� a - - - - - - T3N2836- - - - - I-W2836_ - - - - - 1 C U V_O C C•• N�, , O 2-2X8 2-2X10 c ! ! I 2 1-3/4'x 1/4"LVL , 'I �, N N1t w �,•- N > Y 3 X N.'� S C O (6� = d O n 5t/n I N J O L r-11.� t C C 3 O N 7'-0" 5'-0" 4'-6'/z 5'-0" 2' 14'-0" 13' 0" _ 14'-9/z' 0" 3'-4" 10'-4" `° ao � c 3'/z" 3Y�" o o in b 3Y2 ------ r c 0 a,a.- - m cn w rn C � � ° i7 CV I - - 1 q FAN W MJ-_ c c� 211 4)�• - `o E 7 iD oc I I 11 co ® La., C � 20035 c I WALK-IN y e - 0 Bedroom #4 _ I KITCHEN I _: M _ to O C 0 Cr U Uw O Q CLOSET n co 00 FrZ-6- X AN FAN = BATHRM o s'o" HT �� e I ® ° e N Q t c m c m o 1 ao U-0"CLG HT o a� cnE6 °w � s'-1o° Cn O W �, I � I I DINING _OL O O S0o FAN co F- cnma- I- mEn�on ~ ROOM - N LL 0� I J g I�j 0 H r ?� p VENT CLOTHES DRYER F® SEAL&INSULATE v I Q � I p a IN ACCORDANCE WITH iv o , Ln ATTIC STAIR PER N o X o U I �' ch 2x8 afte 16"oc CHAPTER 15-CLOTHES SECT 1102.2.4X N o 0 O I DYERS EXHAUST. 21_41 2_4 O SEED T ON DWG-3 N I LL o:' I I ' I , , 2,_6„ I o O O I LL 1 1 J N o I 0 a N N zt ( MUD 00 o o `D O Io HALL •------ 4 I D � u I PLUMBING N 5'-0" �j, N Co14 ' ( S N LL 1 N v '3Q'x22"ISO' U W N co N , DROP "-- ROOM N ♦- cV c I ' �. I N 0 W LL N I I I I co I v Y Imin.attic I 1 -° I I I II CO M Yacctss_ ih 3`� ��e__2-2x10 0 3'-4" �i I N ' I __ �N_ -- 1 I, , „ PANTRY _ 1 ; 2x12 RIDGE I 2'-611 (4)1-3/4"x 9-1/4"LVL 4.. ><�... 3-2x6 (4)1-3/4"x 9-1/4"LVL 3-2x6 `� N co - - - - - - - r - - - - - - - - - - - - rFAI - ;? - - - - - - - - - - - - - _ o - - - - - - - - - 2-811 S CY)I Z nQ1i 7-2x4 7-2x4 I z _ 00 'Q , n- ----- 1 -15 BATT II -- --- -- o I W I Q4 _ ® I o 2'-6" 10'-6%' - INSULATION ----- --C'4 , 0 bearing --- -- o M 13'-0'/i' 9.41 Bedroom #1 �' wall __ _ - = u' N 1 °' " __ -- '/z' in INSULATED SOLID CORE VAULTED CEILING x I i C7 3'-0"3,f, T-9'/i' T-6" I o CI -� 'nSTEEL 10'-6' ' `V ; 3'/z" ' co L - --- 20-MINUTE FI E RATED DOOR. 'I a a a N W I --- - 2_0 W UL LI ED G ------- 1-- EACH WEATHER STRIPPED M I1 in .P ao I 00 0 __ __ 2'-6" 2'-0" ® W 1 PRE-FAB FIREPLA ir) ao 11'-1" 1-1 W/SELF CLOSING DEVICE. _ cv N N Z p J 1 GLASS DOORS& IU_ �1�1 't N O (n ' - ' ¢ HEARTH EXTENSI 1 - -- - , o GARAGE J V V N Cj N N Q 1 I V Bedroom #3 0 0 DWELLING GARAGE ( �, � I 0 S PER RESIDENT ______ _ Q¢ SEPARATION IN II N CO W � � LLI N I c I f o 0 8'-0"CLG HT X I LL t-- N CODE-CHAPTER IO __-__-- _ N _� _ •./ o U I ch v u� TAB ERR 02 6E WITH I U U %' t- C0 Q s tO Z VENT TO EXTERIOR I r I r `> ------- 7'_0' D BEAR! G '/\` ¢ 0 0 ---- - LIVING o ? N SEE DWG-1 FOR TABLE X I 00 ItT N c� N (� CLEARA rn cn ( ROOM INSULATE WALLS , N / \ I Er W WALL / , FAMILY 0 , ------- , m COMMON WITH LIVING I ----- - I ROOM � UP 15R � AREA. PROVIDE:HEAT 2 x 10 raft4s la.16"off» \ � <% z o � \ 1 0 o O I I o DETECTOR PER R314.2.1 C,l � o ' 2x4 collar ti s 48"oc o w f ih L% L o a c 4_2x4 - _ - - - - - - - - N I @ \ Bedroom #2 N W G `}'� I \jo 1 N o I l o o - - (3)1 3/4"x 18_LVL- - 4-2x4 1 2x6 Clg Jsts( 16"oc @ 10'6" . O X°0 N , f °7 u , N , JO "' o U) 8'-0"CLG HT tV , I ALL DECK JOISTS TO LL o \ / \ I SIT ON WALL N I o I N LL I o _ _2x 10 rafte s 16"oc C) c I v v ' 113'- ' " ' 2'-0" 12'2" 2X10 CEILING J ISTS 16"oc % 2-2x12 ' 2-2x12 J, o o Q I . I ' 3'/z" 4COLLART @48' 0 22x12 N •- -----------------o - II i---------- -m------ -i n 1 1 r , N z -- -- - ' @V` ' J I - _ �: - 22X10 ¢ , in ' 7.1 N 4"HI H CURB 11i-1" �-o'rn rn ' 1 Q LL� I I i T o pip 1 a l N ( XIS r X N -- - - - -- - - ---- W U u 3 1-3/4"x 9-1/4"LVL FLUSH , I , _a� o� , N I 4"HIGH CURB I 2-2X8 - 2 2X8 14"HIGH CURB I T - rn -'Y _- = =T'J U U N I NE OF L - - - - , - - - - - - y rn 11 U ~ ; Cn v IXTERIOR 24,. 72,. 5 SID U w 0 0 I I , U r WALLABOVE I I N N N I = E-- I 21'-5 PORCH X - - -� W I I v x I .0 1 ________ _________ _ (] U - ----- ---- -------- "--------- --------- --- __- - i 00 H 2-2x12 ' 2-2x12COLS �"y ''-'� N •-+ - ---------- 96X84 - INSUL PANEL 96X84 - INSUL PANEL cam'+-, --------- -- ------ r O o _------- 2'o° a'-o° 2'-0° s'-o° 2'-0° �•/ 4 8'oil WINDO S, EXTERIOR FRENCH & SLIDING DRS 6'-9'/4" V-4v" T-4%" T-6'/? 22'-0" ,� � ct PI Indicates ANDERSEN series 400 Tilit Wash 44 odel Numbers and shall be In accordance with R609 O 50'-1" U To be designed &installed as per manufacturers 8'-0" LATE HEIGHT specification for 140 ultimate design wind speed 9'-0" PLATE HEIGHT [NY]915.3.3 Residential Buildings and Commercial Buildings �, ©AROy and Table 301.2(2), 301.2(3) With an Attached Motor Vehicle Related Occupancy G HI / 2ND FLO Provide HP LOW-E4 glass; U = .30, SHGC = .30 0 Smoke Detector 1ST FLOOR PLAN A „ , „ Carbon monoxide detection shall be installed in a central or otherwise approved °fo Carbon Monoxide Detector pp ii �� EGRESS: shall meet R 310 SGAL I/4 = I -� location in each occupiable space in a commercial building and within 10 feet of WINDOW FALL PROTECTION: shall meet R312.2 Refer to DWG-1 General Notes the entrance to sleeping areas and sleeping units in residential buildings r Substitutions made upon meeting Code. AREA SCHEDULE and commercial buildings that: AREA SCHEDULE p g In accordance with Section 915 of the See page one, general notes for additional 2020 IFC, R314, R315 of the Residential NAME AREA 1. Have a communicating opening with an attached motor vehicle related occupancy, zT NAME AREA code requirements. code of NYS 2. Share one or more common walls with an attached motor vehicle related occupancy,or a a0 GARAGE AREA 471.0 sq ft. T_ plq�eaa d SECOND FLOOR AREA 1255.8 sq ft. 3. Are located one story above or below a motor vehicle related occupancy. e�T J. , EXISTING FIRST FLOOR AREA 1542.8 sq ft. OF-,q OUS RIDGE VENT PLUMBING NOTE: TYPICAL ROOF CONSTRUCTION R905.1.2 ICE BARRIERS; ALL PLUMBING SYSTEMS SHALL BE RIDGE ARD Class AAsphalt Roof Shingles w/ SELF-ADHERED POLYMER MODIFIED INSTALLED IN ACCORDANCE WITH fasteners per manufacturers specification BITUMEN SHEET USED IN PLACE OF PART VII-PLUMBING R802.4.6 COLLAR TIES and the NYS CODE. NORMAL UNDERLAYMENTAND SHALL BE NAILED with 4-10d Underlayment as per section R905.1.1 & EXTEND FROM THE LOWEST EDGES OF installed per Table R905.1.1(1) ELECTRICAL NOTE: BOX NAILS IN ACCORDANCE ALL ROOF SURFACES TO A POINT NOT WITH FASTENING SCHEDULE Ice&Water barrier as per section R905.1.2 LESS THAN 24 INCHES INSIDE THE ALL ELECTRICAL EQUIPMENT (Note: Double underlayment is required EXTERIOR WALL LINE OF THE BUILDING. AND WIRING SHALL BE INSTALLED for Roof slopes between 2 on 12 and 4 on 12) ON ROOFS WITH SLOPE EQUAL OR GREATER IN ACCORDANCE WITH PART VIII-ELECTIRCAL 12 2x4 CT @ 48"oc 12 Framing As per plans with 1/2"exterior grade THAN 8/12,THE ICE BARRIER SHALLALSO BE OF THE NYS CODE. A MINIMUM OF 75%PF RAFTER/CEILING JOIST HEEL span rated structural plywood Sheathing, APPLIED NOT LESS THAN 36"MEASURED ALONG PERMANENTLY INSTALLED FIXTURES JOINT CONNECTION 8 $ Nail to framing accordance Fastener THE ROOF SLOPE FROM THE EAVE EDGE OF THE MUST HAVE HIGH-EFFICACY LAMPS, SHALL BE NAILED Schedules&Strapping per detail sheet(s). BUILDING Flashing per R905.2.8 MECHANICAL NOTE: ^ TOGETHER IN ACCORDANCE 49'-3" WITH TABLE R802.5.2 ^ (SEE DWG-1 FOR TABLE) THE MECHANICAL SYSTEMS SHALL H WITH SIMPSON H2AAT EACH ATTIC R806.327-11++ 21 -411 BE INSTALLED IN ACCORDANCE WITH O RAFTER TO STUD. MIN. 1"AIR GAP PART V&VI OF THE RC OF NYS. ALL MECHANICAL SIZING PER ACCA INSULATION BATT BETWN INSULATION MANUAL"s"BASED ON LOADS MTI NSULATION AND SHEATHING CALCULATED PER ACCA MANUAL"J" DUCT COMPLIANCE WITH MANUAL"D" �--{ of Plate R303.4 MECHANICAL VENTILATION. 36"HIGH RAILING SYSTEM DWELLING UNIT SHALL BE PROVIDED 0 WITH WHOLE HOUSEECH I M AN CAL R802.5. .1 LAPPED JOIST WOOD DECKING ON TOP OF VENTILATION IN ACCORDANCE WITH (3 LAPPED NOT LESS THAN 3". "DUCK"BOARDS RIPPED TO SECTION M1507.3 SHALL BE NAILED 16d PROVIDE A LEVEL TOP SURFACE TW24210 J •-------- -----------� -- -------------------o-------------------� COMMON NAILS IN ACCORDANCE O � R-15 BATT WITH TABLE R802.5.2EG-1 0 - --EPDM ROOFING FULLY ADHERED TO ; ' 3/4"EXT.PLYWD SHEATHING o• F4 v e• v •a• °v -• e: o' • v • i (� INSULATION`-____-, c0 p' o e a e e FOAM B ARD BATHROOM HALL 2X8 DECK JOISTS RIPPED TO SLOPE o -------------------------------------------------------- ••°a• ; w IS- BE 1/4'/FOOT(MIN 5-1/2"@ END) ; • p ; I ; ; N 1 e , , ° 1 I•--7 O q =I G TER TO LEADERS 1 Q of Subfloor - --------------- ''�' _Top of Plate R o BATT OUTSIDE BASEMENT ENTRANCE ; ; I > �] WRAP HEADER N 10"CONCRETE WALL ON MIN 20"X 10" ' ° ; c; R-30 BATT INS ATION FOOTING WITH 4"CONCRETE LANDING& , _ O INSULATION AZE ARDS 4"DRAIN TO DRYWELL,CONCRETE STAIR ' ' ' ' j MEETING R311.7-STAIRWAYS. ' ° ; o ; ;I O � W R-15 BATT VINYL SOFFIT ON HANDRAIL PER R311.7.8, 34"-38"ABOVE ; ' ' . 4 ' iv rn , ~J < INSULATIO , , ° _ FURRING STRIPS NOSING. 36"HIGH GUARD RAIL ON , U) , wl R 4 EXT. ' FOAM BOARD o , , ' U CV TOP OF CONCRETE WALL. ; ' ' d ' rn O N W , 1 1 TYPICAL DECK FOOTING ; ' ' ; a 0 I i •. ; Z 14"ROUND CONCRETE POURED + + ; OJ � , , Q FAMILY LIVING PIER FOOTINGS TO VIRGIN SOIL, o •,o ; o M ; _°°. ; (J N rM�•� W 4"TREATED POST ANCHOR [�"� `./ ROOM ROOM -SEE DETAIL-13 ON DWG 2 'n ' ° LL I 0 ' ` FOR STRAPPING AND i - c a ° I UPLIFT CONNECTIONS, , , , ► ; N Top of Subfloor 2 x 6 DECK JOISTS @ 16"cc � ° � � a ; I 0 ------ I, 2-2 x 6 P.T.GIRDER ; ; ' 's ; , c� of Foundation G - - - - - - - ' ' d4 E ; 0•0 ; - — 1 , 1 1 ° , 1 �'� TYP.DECK GIR ER %r�� „�� ; '• ; ® , ABOVE , c� c? 30 BATT p SEE DETAILS 7_0 1 c ; ti c d INSULATION ` a W10 X 26 STEEL BM .� \ ON DWG 2 1 1 1 •v 1 ° ch E o .� 7TYR DECK EDGER 1 , �: SEE DETAIL _ .------- ------------------------ ----- 1--- 2X8 DECK LEDGER - I - ---- — - — - — — - — - — - —I- — - — - — F o SEEDFI_ONIIING2_ }_ _, ._ ° , mw o,E ro e ”; R-11 BATT UNFINISHED �e. ON DWG-2 0 ; ; b ; o+ y� m` `o 0 0 � .t INSULATION c m ' .• .• a v ' a Pe v . a Pe ' . a v o' + ++ rz_ ; ' , .° , w e w E L N +n v `°w BASEMENT ►e •oa •ea . a ►Q a . 3-o J �� ° 6� DRAPED ON e� °a• ------------------------- ---------------------------------------- ---�w0 I,f--' I ° ' b° ' o c c Z L ° m c ro ca • � ' ' F-Z v vro rn °w SPL `o e ; , DECK LATERAL HOEDOWNS i .v cp r_ 0'� o o m o 1 ° , SIMPSON DT72Z w/(8) I ��' S o.� o ~ 1 •• 1 N 01 C O N n 0 C ° TYP.BASEMENT SLAB - ' ' ' ' ' ° " Y °'�' m E Y E G •. 1/4"X 1 1/2"SDS I I c ��- —ing '° ; WITHIN 24"OF EACH END BRACE WALL ABOVE III � 1 a , a ° 3 L =.E Z,3 ° 3 To of Footln o SEE DETAILS ON DWG-2 CONNECTION DETAIL 1 1 I ; .° . a o o o o n m a DET 2 ON DWG-2 -� ° c L w TYPICAL U)I'I �+ a ; ; c m 0,1 c r ` v o w rn cs, LL ro y m- ° E co ' " 3 UNFIN. BASEMENT III �' LL 3" -�I 0 Cr, , M w o o ro o w c m vi.° y SECTION _ QAS PER SECTION R506. II Q ; ; `"cn fQ �a E c U �' /� ~ , , ro 4" CAST-IN-PLACE CONCRETE o I I +o z•E�_ ¢amu, c a°i c m o ' ' 0 O °' SLAB W16 MIL VAPOR BARRIER 0 I 0 ' • 1 _+ 7 0 J I I LL I ; _ L c o-E ro N U u U_2 11 1� 11 ; o o 36"x 24"x 36"THICK �,� N , , H 6 m m a- H m E EL o a SCALE: 1 /4 - O , ° , � CAST-IN-PLACE CONCRETE N , ,� 36"x 24"x 36"THICK c ' ' ° ' c FOOTING W/3-#5 REBARS E.W. I CAST-IN-PLACE CONCRETE ; '° ' ; L'nn • x COLUMN:HSS 4 X 4 X 1/4" I FOOTING W/3#5 REBARS E.W. DIRECT VENT ° N OVER 12"X 12"X 3/4" ' , COLUMN: HSS 4 X 4 X 1/4" INSULATION SCHEDULE HEATING SYSTEM ; b'° ; BASE PLATE WITH OVER 12"X 12"X 3/4" ++ shall comply with 2018 1 ECC (4)3/4"A307 BOLTS I I BASE PLATE WITH + - 10 IY INSTALL IN COMPLIANCE TYPICAL SOFFIT CONSTRUCTION. W/RESIDENTIAL,ENERGY ; b° ' Location R-value Thickness „ &MECHANICAL CODE ; + 13'-0" 14'-45%" -(4)3/4"A307 BOLTS Flat CI R-38c 10-1/4" 12 overhangs-typical , , ----- -------- Flat 6" Wood fascia & 6" Wood rake boards. MAINTAIN REQUIRED SEPARATION ; ; ; ; �•. ;__, Vaulted Clg R-30c 8-1/4" „ „ _ DISTANCE FROM ALL HEAT ; ; W12 X 35 STEEL BM W12 X 35 STEEL BM i W12 X 35 STEEL BM + i W12 X 35 STEEL BM , Trim in aluminum or use azek or equal PRODUCING EQUIPMENT TO , -,— - - — - . - — - - ___ ,_ - - — - — - — - — - — - — - —l- 7_771" - ; - , Floor(unheated space) R-30c 8-1/4" m COMBUSTIBLE MATERIAL AS PER ' ° 1 ---- - - -* - -- -� - - - T --1 - - I-+ -- - � •, Floor(outside air) R-30c 8-1/4" Metal drip edge per R905.2.8.5 N MANUFACTURER'S SPECIFICATIONS ; ____;___ ; ' \ ; ' ' ; ' ; ' ;._ ' 4 Fully Vented Vinyl Soffits AND LATEST MECHANICAL CODE. Exterior 2x6 walls R-21 5-1/2" ° ' % . ' , , 2X4 FRAME AROUND Exterior 2x4 walls R-15 3-1/2" + Mechanical Systems 1 1 -------- STAIRCASE FROM FLOOR 1 I \ , , , , TYPICAL EXTERIOR WALL TO CEILING. TREATED SHOE 12+-0++ 9+_O++ ' R-4 Exterior Foam Insulation 2 x 4 Doug-Fir Wood Studs 16" oc. THE MECHANICAL-HVAC SYSTEMS ; ; NSIDEFACE OFWALL MN. ° ,4 IIPLATE AND GYP.WALL BID L5 air seal walls to pass 3 air changes per hour SHALL BE DESIGNED AND INSTALLED , , =c c=____ ATTACH RAILINGS.HANDRAILS in , \ Double top Plate and Single Sole Plate. IN ACCORDANCE WITH PART-V ' '° ' ` 34"-38 ABOVE NOSING. Above aide attic walls R-15 3-1/2" „ MECHANICAL OF THE CODE ; '- ; -- INT IOR FOOTING/C L / + g 1/2 exterior Grade - Span Rated , _ R302.7 UNDER-STAIR PROTECTION rn 30" 3Kx 14"THICK • �• ' Foundation Walls R-11 Draped over walls , b° , • --'---- . ENCLOSED SPACE UNDER STAIRS THAT f- I Continuous Structural plywood Sheathing. 1 - IS ACCESSEDBYADOORORACCESS rn CA -IN PACE CONC ETE / W 1 , CO - PANEL SHALL HAVE WALLS,UNDER-STAIR 0 FOC�TING (tb-4000 PS , ( in lieu of insulating basement ceiling) a SURFACE AND ANY SOFFITS PROTECTED -) I rr h- Fastened per Fastener schedule. M ________ m l w/-#k5 REBAR @ 10"�.w. m l o •-�----- I ----~ O Foundation Rim Joist: R-13 - 2 closed cells spray foam ON THE ENCLOSED SIDE WITH X I + p y t ec House Wrap ore equal. 1l2-INCH GYPSUM BOARD. o w' I \ Lu ' N Z U - .30 SCGH: .30 p q ;t C � w COLUMN: W8 x 26" W �; All Glazing - c • U_ � + 1 , o W Vinyl or Wood Siding as per clients selection ________ a I I Ov R 12"x 12"X 3/4' �✓ I �, Doors-less than 50% glazing U = .40 0 ; ; 2-2x10 x BASF PLATE WITH I\ I-' I °o' 1 Lu N Q installed per manuf specs and NYS code. M x __------ N CV I ' 1 Door-more than 50% glazing U = .30 SCGH: .30 - ------ — - x I (4)3/4"A307 BOLTS \ / x,I- 1 M , cfl W g g ¢ 1 (, m , N (n W Cont. load path strapping Installed in accordance �- , - -- co cc o,, � , -N T CU uJ with drawings. Provide Fire Blocking in accordance UP ' = BRACE WALL I I I \ I I M; ui ; -1 `� W v If part or the entire attic will be decked over with plywood, x of with R302.11 & R302.11.1 and � I I `�' CONNECTION DET N r' � the ceilirng joists must be deep enough in order to fit the Draftsto In per R302.12 & R302.12.1 °. N N DET 2 ON DWG - /2" ETAL° DEC \ , batt insul�ltion so that it is not compressed. If not then pp g p N L TYPICAL I INF.C CRETE GARA SLAMV 00 ' x ' Clg Jsts will have to be built up or upgraded to the next size. '---------------------------------- o --- -----------------------_ ---- IPIOGPyRAGED00RS 1/4'/F�PITCH 1 �,TYPICAL FLOOR CONSTRUCTION � p° � - -c�- -�- _I 3/4" Plywood Span Rated Subfloor, . , , •. - - - - I I I I -_ ; Other Specifications: ` e �� - '°. -' '°� .o - - e / -�-- - Glued and Nailed in v v v v -• -• �- • Windows: Us 0.30, SHGC5 0.30 ' ---------------------------------------------------- -----------------------------• 3-0 accordance with the fastener schedule. DECK LATERAL HOLDOWNs 4 4 • °• • Z 100% high efficiency lighting (CFL's or LEDs) SIMPSON DTT1Z w/(6)SD#9 2X8 DECK LEDGER Floor joists and Bridging as per Code. X 1-1/2"ONE WITHIN -3 SEE DET. ON DWG 2 1 • s 3 air changes per hour o p sR / I I I ( , o 24"OF EACH END AND TWO GAS HOT , , �- • Z All Ener Stara appliances SPACED EQUALLY ALONG DECK - + ' WATER TANK , , N Energy pp TYPICAL FOUNDATION CONSTRUCTION REFER TO DETAILS ON DWG-2 X - / 1 \ N / MECHANICAL : N in accordance with chapter 4 ; 4 — NATURAL , R403.6 Mechanical ventilation shall be provided that ......, ,_...., ,_.._., _ __ / ROOM I D I GAS meets the requirements of section M1507 3000 psi Air Entrained cast-in-place concrete 2-2x10 Treated Girder 2-2x10 Treated Girder 1 ;1/_________'____ wall on cast-in-place Concrete Wall Footing per - — . — - — - .---e�. . — . — . — . �_.. . — . _ . — . — . a., ,..._, R403. refer to Foundation Plan for footing size & ... — — — — — — - •� '• ' ° '° ° • - "• ' ° '°° '• ' ° '°° - "• • •� R403.7 Heating and cooling equipment shall be thickness. Concrete Horizontal and Vertical TYR COVERED � _______________________________________________________________ sized in accordance with ACCA manual J by a Reinforcement per Chapter 4. & gen note #6. PORCH FOOTING � � 2)ANCH BOLTS " Z o certified third party rater. SEE DETAIL-14 (2)ANCHOR BOL S ( Q -4 IN EACH S-PORTALcC3 Damproofing per R406. 2- 2x6 approved ON DWG-2 IN EACH CS-POR ►'--� �,,, FRAME ALL ABOVE _ �, FRAME WALL ABOV � � M treated Sill Plates, Sill Seal And Termite shield per SECTION-SEE SECTIO 3 ON E 2 Section R318. Anchor bolts per Foundation Plan TYPICAL FOUNDATION - ( 9'-0" WALLS ) DETAIL 3 ON PG 2 �„� .� bn and R403.1.6 IN ACCORDANCE WITH CHAPTER 4 50'-1" ® w x 8 CAST-IN-PLACE WALL WITH o M ct INTERIOR WALL FINISH � ir, � � p� Provide 1/2" Gypsum Wall Board on ceilings HORIZONTAL REBAR: PER TABLE R404.1.2(1) r Oand walls except basement walls & clgs - unless Greater than 8 foot Wall Height: One #4 bar within 9'-0" foundation walls TYPICAL ANCHOR BOLT -R403.1.6 �fYT :. v 12 inches of the to of wall and One #4 bar near MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH c } r"., noted. Min 1/2" Moisture Resistant Wall Board on NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST ;;•- • - .:• �f;- � �+ Ceiling and all walls in Bathrooms (humid areas) the third points in the wall story. FOUNDATION PLAN 4 ONE BOLT-12"MAX AND 3 1/2"MIN OFF ENDS OF PLATES. VERTICAL REBAR: PER TABLE R404.1.2 8 ( ) 1. Walls 24 inches total length or shorter connecting offset braced wall ON and 5/8" cement board on walls and ceilings in wet areas. ** _ g g Provide 5/8" Fire Rated gypsum wall Board on walls #5 @ 41 inches on center. �� + �� panels shall be anchored to the foundation with not fewer than one anchor bolt „ „ SCALE: 1 /4 - 1 'O located in the center third of the plate section and shall be attached to adjacent tE. sem' ON 20 x 10 CAST-IN-PLACE CONT. WALL FOOTING, braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) and ceiling located as per code, manufacturers 2 - 2 x 6 ACQ SILL PLATES COPPER TERMITE requirements and drawings. SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND g g ; ' �`� �' + q g 2. Connection of walls 12 inches total length or shorter connecting offset braced wall panels to the foundation without anchor bolts shall be permitted. '„ TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP The wall shall be attached to adjacent braced wall panels at corners as shown in FOOTINGS 1V TO 2H . Item 9 of Table R602.3(1). (Fastening Schedule) CODE COMPLIANCE STATEMENTS: 1. The windows selected for this project shall meet R312.2 WINDOW FALL PROTECTION NOTE: the egress requirements of R310. TOP OF THE WINDOW SILL SHALL 2. All windows shall meet Section R308 Glazing and BE A MINIMUM OF 24"ABOVE THE FINISHED R308.4 Hazardous locations. FLOOR AND GREATER THAN 72"ABOVE THE 3. Windows were required shall meet the Window Fall FINISHED GRADE OR OTHER SURFACES BELOW ON THE EXTERIOR SIDE OF THE protection requirement R312.2. BUILDING. SHALL COMPLYAS FOLLOWS: 4. Bathroom windows shall meet the hazardous glazing requirements as per R308.4 R312.2.2 WINDOW OPENING CONTROL DEVICES: 5. Stairs, landings, railings & guards shall comply WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH ASTM F 2000.THE OPENING with R311 & R312 DEVICE AFTER OPERATION TO RELEASE THE 6. Outside lighting shall comply with RE 3803.3 DEVICE SHALL ALLOW THE WINDOW TO 7. Stairway illumination shall comply with R303.67 FULLY OPEN TO MEET THE CLEAR OPENING Q and R303.8 AS REQUIRE TO MEET EGRESS R310.2.1 Fire blockIn shall comp) with R302.11 thru R302.11.2 g y 0 9. Draftstopping shall conform to R302.12 thru R302.12.1 10. Flame spread and smoke-developed index for walls and ceilings shall compy with R302.9 thru R302.9.4 SOLAR ENERGY SYSTEMS 11. Flame spread and smoke-developed index for `-©----- ------ -`' CHAPTER 23 & (R324) insulation shall compy with R302.10 thru R302.10.5 O SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE 11. Recessed lighting fixtures rated for zs-1 21-0 0 J ----------------- WITH CHAPTER 23 AND THE FIRE CODE OF NYS. membrane penetration Shall meet ASTM E119 - �; I SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. 9 PANELS SHALL BE LISTED AND LABELED PER UL 1703.Li and Fire Stopping as per ASTM E814 or UL 147 12. Exterior Decks shall comply with R507. @� = == `�_: TW3052-2 W ti -�::::::: SOLAR READY ZONE: C-4 IN ACCORDANCE WITH APPENDIX T H N � THE TOTAL SOLAR-READY ZONE AREA SHALL BE 2-2x1014'-1/ I O Q _ ;r NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ' 6'-0" �•1 DJ.. ACCESS OR SET BACK AREAS AS REQUIRED BY 3'�" I 3' '/i' THE INTERNATIONAL FIRE CODE. N 1� ` Q ROOF AREA ORIENTATION SHALL BE BETWEEN o O rJ ' 110-270 DEGREES OF TRUE NORTH. clii N r-1 O I_ I W O CONSTRUCTION DOCUMENTATION - ------ CERTIFICATE REQUIRED PER T103.10 WALKO - -- ----- ��•--- - ------ ,2x8 Rafters (5) 16"oc CLOSET � 2x8 Clg Jsts @ 16"oc- w W 2x4 CT @ 48"oc M II f� } IT-4" I Z ROOF PLANop E-+ N W BEDROOM #5F_ SCALE: 1/8" = 1'-0" 13-10 T-6" 3'-6" zo in _N QD X N 1 - cn WALK-IN N CLOSET oI N X FRAMER TO VERIFY CENTERLINE OFLO N ------- ----- WINDOW OVER KITCHEN SINK WITH "" _"_" C) E•° KITCHEN LAYOUT PLAN PROVIDED �?� I o o ° P N BY BUILDER. t- v o E'v ° o M w J_ E m ° amt TEMP GL TEMP GL EGRESS I c' 6 c t r ,� rn v o - - - - - - - - - - - TD28.36- - - - - TW2836_ - - - - - - - - - - - - - - - TW3036 )8" 12-6 "' 0 o�o U c TW3046 M occzQ `ouo � mm N c(� 0 �w �•2� o 1 cn \ 1 •----- - - I- 5.� C O'er O O 'n Ia O 2-2X8 2-2X10 i 1 1 N N moco m � auoc3 1 1 1 (2)1-3/4"x 1/4"LVL X I a,:,En o s 1 7'0" 5'0" 4'-6/z" 5% 5'-0" 2' 14-0 1 c -- N Jw. 3 � 0 0 3'/i° 3'h" /°` c in 3'/z" � m°°� u6iwwsT " 13'0" ' ' 14'-9/z' 6 0" 3-4" 1 10'-4" CO oho C7 0"o o °s m 2 w uo Ch 04 I I FAN w mcaccZ rcIno� oc co o u 1 ' '1 ® F- t a° c n�o 0 3 E`o I WALK-IN - Bedroom #4 �° I _ ° ff Y a 2 FAN ;? g o m c c m N'p n 1 �� I KITCHEN E� �y � `� E2uoy CLOSET N BATHRM � s'-a" HT v -� co 8' 0"CLG HT bo Cn o otYo ¢ C ami a 0 N _ cD ° ' v L a> c aE m my o 0 F- u u, m Er P ca E 0_.- o c. ao FAN H I U 9'-10" rn [�W � Cv I o 2'_6" L o °� ° .c c °..- m X _ W O H °' ¢ Z r F- 1 FAN \o o W O 1 c`' O 1 I En FAMILY I I b I o VENT CLOTHES DRYER -� ROOM _ ; Ridge Vent 12 12 � 8 ►�"{ 8 � Z Top q Plate_ Top,o Plate_ _ o 1 1 Ridge Vent 12 T T O Ridge Vent 00 <t X15 T � 12 5 6" fascia li w N Top of S bfloor_ Top of S- bfloor_ vinyl vented soffit CN �-I J Top_o Plate_ Toho Plate_ p� a LLJJ o � T T T W w W T f f �-I N W opo S- b loor _.__ Top of S- bfloor_ Top of Fou-dation_ Top of Fou-dation— - I "( FINI.:1HED GRADE r Ir �I 1 1 1 I 1 1 1 1 1 c 0 JJ 1 LL _ _ li - - - - - -i1 I O I I I En° WINDOW WELL li _ _ _ _ _ i1 I Wood steps and landing of TYPICAL i _ _ _ _ _ i to grade. handrail and I I I I c N y rn m y o'er o n° `m y b ° I, _ _ _ _ _ it I Guardrail to code I I I I WINDOW WELL TYPICAL I I I z o g N I I IL - - - - - SII I I I I I - ° = o (D ToP — — — — — — — — — — — — — — — — — — — — -_ _- -� — — — — — — — — — — — — — — — — — — Top of F otin�C ' — — — ' — — — — — — — — — — — — — — '— — — — `) of F oti ng_ �' I� — — — — — — — — — — — — — — — — — — — — —' — — _' — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — —! — — — 1- — I 8 �Y Y — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — C N C > _ ° a� co mNa `Oc3 �4 o u o 0 o c,0 y� a REAR ELEVATION R303.8 Exterior Stairway Illumination o „ V-011 „ Exterior stairways shall be provided with artificial light source LEFT ELEVATION o off :2.40:- o o SCALE: 1/4 = 1 -O located at the top landing of a stairway. Exterior stairways t � s o SCALE: 1 /4" = 1 '-0" L -.N 2L ya =� mkz Z = Q c c a) c m ° providing access to a basement from the outdoor grade c W ° 0- j_L 0 7'D O C O 2.0 level shall be provided with an artificial light source located ° ocu E a o a at the bottom of the stairway. Ridge Vent — - TOP OF ROOF Ridge Vent 12 12 12 112 12 8 12 ASPHALT SHINGLES - - 8 � 6" fascia 0 vinyl v ed so i W Top Plate_ Top-o Pla o 1 - ----- z N O (q ( p N Q N U) �- W ` J 1 Ridge Vent Ridge Vent w v DD 00 1 12 ASPHALT SHINGLES co S- M.y Top of S. bfloorTop of bfloo _ 5 Top q Plate— Top,o Plate H IP ® C) = - W � C) rq o Top of S_ bfloor_ I--� Q ct Bfl To of F _ n i n Top of S p obfloor_ _ W ro M o tO dat o Top of Fou ation_ _d -.R .a — - � Ct ED EA kn _.� m _v� 1 ' - ' ' ' ' 1 1 FINISHED GRADE ,. "�p Ali C) O Ir7 I WINDOW WE L _ I I Porch Notes: I I I I I t� q,� TYPICAL Round Porch Columns �' II RIGHT ELEVATION I I see plan for size, I I I I I I ED El M 1 1 36" High railing to Cqde I 1 1 I I I FRONT ELEVATION I I SCALE: 1 /4" = 1 '-O" I I space balusters ma�imum I I I I I I Top of F otinq _ _ _ _ _ _1 I Top 4 apart. I SCALE: 1 /4" = 1 '-O" - - — - - - - — — — — — — — — — - - — — — - - - - — — - - - - - - - — - - - ' opofFotingI — — - - — - - -I - — — - - - I — f — — — - - —I — I - - - — — - - - - - - - - — — — - - - -- - - - - - - - - - - - - - - - - - - - - - - - '7' 4- T;• DO NOT PROCEED WITH 0, nak FRAMING UNTIL SURVEY OF HAS gEENDATI�P APPROVED HA C(D'"PL`I VII E5 0I= APPROVED AS NOTED N`='�'� Y�`R�\ S I!� IN CODES DATE: B.P. AS REQUIRED AND CCA'01TIONS OF �'�� #_-y �y��'� FEE:` ? BY: v!� - X 7� 0'.�T�'�AVN ZBA NOTIFY BUILDING DEPARTMENT AT SOUTHO!.DT OWN PLANNING;BOARD 5 1802 8 AM TO 4 PM FOR THE SOUTHOLD TCW`^!TRUSTEE$ F:,)",-LOWING INSPECTIONS: I FOUNDATION - TWO REQUIRED N.Y.S.DEC FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST O c u PAI`�CY OR BE COMPLETE FOR C.O. t,! i ALL CONSTRUCTION SHALL MEET THE 1 !! fes° u h�p�r -UL REQUIREMENTS OF THE CODES OF NEW U v 6 �n /�, YORK STATE. NOT RESPONSIBLE FOR kftf I T 1-'!2 JT C E,71 I I CATS DESIGN OR CONSTRUCTION ERRORS. -AN Y PLUMUED CEFTlf(CATION ON LEAD CONTENT BEFORE TRUSS PLACARDING REQUIRED f1-:.5'T if=ICATE 011-7 OCCUPANCY '.)I DER t/F 14.4 TER F � Ar l'l.NOT All exterior lighting EXC j t: ` - LEAD. Installed, replaced or repaired shall conform P' SING to Chapter 172 ALL.PL(.VV"; ING WASTE Of the Town Code &'b"''ArER 1-I:':73 NEED TESTING EFFO;`-i2 COVERIISCa El.Et7F.'CJ61.I".'-^fir,.!REQUIPM Must provide Manuals Blower door RETAIN STOP,M WATER MUFF D,J and S as perand ductv�rork PURSUMT TO CHAPTER 236 NYS Energy Code testing required. OF THE TOWN CODE. GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does LIVE DEAD BASED ON TABLE R602.3 (1} NAILING SCHEDULE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE USE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP Uninhabitable attics without storage DESCRIPTION SPACING AND 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. IC1CheS Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (With or without Shower head ITEM ROOF FRAMING ALL CODES shall supercede the:drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Balconies exterior and decks 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH RAFTER,TOENAIL Bidet 1-14 (exterior) 40 10 3-8dCOMMON Additions,Alterations&Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-Sd BOX (2-1/2")OR EACH JOIST,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) - 23-8d COMMON Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-112" FACE NAIL 17. Metal flashing shall be installed were concrete abuts wood, CEILING JOISTS ATTACHED TO PARALLEL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen Sink (One or two traps, With or Guard in-fill components 50 '4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL rT1 dimensions,existing or new and be responsible for field fit. without dishwasher and food Waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-1od BOX (3") OR W Laundry tub ( 18. Install joist hangers at all flush structural load bearing conditions. Launone or more compartments) - 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, p ) Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified Iby the general contractors; HVAC, floor area of that room,and the minimum openabfe area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Stairs 40 20 OF EACH RAFTER OR TRUSS r'1 `• Electrical certificates are to be provided the electrical contractor. ShOWerheadS and bOdySprayS) F-I 4-16d OR ^ 20. All window and door headers to be 2-2x10 unless noted otherwise. FIOW rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL H O 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 N of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL disturbed by construction. Bathrooms/mechanical ventilation as per Section Ml 507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE O E-1 More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with with an allowable bearingcapacity of less than 1,500 psf are like) to be resent at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 165 COMMON 24"O.C.FACE NAIIL 0 0 p y p Y p p p• 9 p p g no finished ceiling attached to rafters L/180 3.5"x 0.162" " the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including STUD To STUD AND ABUTTING STUDS AT 16d BOX p� V basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL 6. Cast-in-place concrete shall be air entrained; 5% <7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 16d COMMON J an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES O p 1 y p p p WHENEVER an alteration,addition, or conversion is made to an Existing Residence, TABLE R302.6 L/360 (3-1/2"x 0.162') garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, 5-8d BOX(2-1/2"X0.113") O All Concrete shall conform to the latest ACI standards. DWELLING- GARAGE SEPARATION All otherstructural memebers L/240 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL Reinforcement: Steel reinforcement shall comply with the requirements 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 CV of ASTM A 615,A 706 or A 996• of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area NOT LESS THAN ill"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END F--� Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), FROM THE RESIDENCE AND ATTICS EQUIVALENT TO THE GARAGE SIDE 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST MIN 24"LAP SPLICE LENGTH in the immediate vicinity of the bedrooms. combination carbon monoxide ( Q Exterior walls-wind loads/flexible finishes L/140 EACH SIDE OF END JOINT required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. NOT LESS THAN 5/8"-INCH TYPE X GYPSUM ) R404.1.2(9). FROM HABITABLE ROOMS ABOVE THE GARAGE BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,LAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL All CO alarms shall be connected to the lighting circuit with no intervening wall OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL Location of Reinforcement:The:center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. STRUCTURE(S)SUPPORTING REQUIRED BY IRC- ASSEMBLIES E-+ Q USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD =O located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL W Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE R8HEEL OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL g NOT LESS THAN 112"INCH GYPSUM BOARD _ to provide a maximum cover of 1-1 A inches from the inside face. section R602.10.4.2 Continuous sheathingmethod. GARAGE LOCATED LESS AME 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION V� U) APPLIED TO THE INTERIOR SIDE OF 3-16d BOX End conditions for braced wall lines for the continuous sheathing shall conform DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA 16 TOP OR BOTTOM PLATE TO STUD END NAIL w a � Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF 2 16d COMMON Of Of Based on R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) 3-10d BOX SLOPE SPACING OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL Lu W Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 2-16d COMMON }' wall and One#4 bar near mid-height of wall. SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. � g 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT z Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL Q wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 2-8d COMMON `Q �I NUMBER OF 16D COMMON NAILS W 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3:12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 5:12 16"O.C. 3 5 6 8 - .N 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING a°,•� o'E 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 a� O1 s 0 °s Z -� •. E t yv ow a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. Type Less than or less than or less than or 4-8d BOX L) rn o c s �, 0 or stainless steel, equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL o c o 0 y 3-8d COMMON b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 co 8 M m o c.) All Structural connectors i.e. Simpson strong-Tie or USP,etc < 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON o .a � a� ; wall and ceiling finishes shall have a flame spread index_200 No 8 Wood screw 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL '5 = o.0 o `o U m o 0 shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies 16 inches 10 inches 8 inches � a'3 "Y a)Lu iv 2 Y M Y based anchor with � �, � ,� � o_�-1:M o &attics shall have a flame spread index:5 25 2 inch embedment on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 23 BLOCKING TO JOIST 2-10d BOX EACH END °w 2 2 3 c'c 3 o 3 9. All Engineered Wood Products such as"Trus Joists, (Micro-Lam, etc"shall be BOTTOM OF THE ATTIC SPACE, FOR CEILING JOISTS 2-8d COMMON w o'�o o o r 42 .L 2 installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT C ° aZ N w y �, Framing connectors,Allowable Hole diagrams,specifications, etc, wall and ceiling finishes having asmoke-developed index <_450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX TOE NAIL o M`� � s a� „'° `o'c Micro-Lam Design Stress: E= 1.9, Fb =2,600 psi, Fv=285 psi Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies No 10 Wood screw 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON L a N o 0 3 E`o "Parallam PSL"Design Stress;: E =2.0, Fb=2,900 psi, Fv=290 psi &attics shall have asmoke-developed index<_450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H C/ H r HEEL JOINTAJDUSTMENT FACTOR o = a w C W W°�0 "Anthony Power Beams Design Stress; E=2.1, Fb =3000 psi, Fv= 300 psi 2 inch embedment on center on center on center 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-isd COMMON AT EACH BEARING,FACE NAIL °N m @ E a o N 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 4-10d BOX 2 z E ¢N � o 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, c a E= U o L y 1 /4 1.33 26 PER JOIST E E E�. each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. BAND OR RIM JOIST TO JOIST 4-16d BOX v m o m E o =_o a shall have at least ONE operable emergency escape opening as follows: Solar read roof zone area of not fess than 300 s ft.Access and pathways, roof access points, 1 / 5 1.25 3 isd COMMON p g Y p p g y q p y 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM Sill height of not more than 44 inches above finished)floor. ground access areas. panels shall not be located less than 18"from a valley b. Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1,20 27 BUILT-UP GIRDERS AND BEAMS A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES z Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of (n 0 = c.Anchors shall penetrate through the exterior wall covering with an embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX opening of 5 square feet, this section shall be posted near the electrical panel or water heater by the builder. P 9 g g 3-16d COMMON EACH JOIST OR RAFTER,FACE NAIL � �J,J � ,� 0- B. B. Minimum net clear opening height shall be 24 inches. not less than 2 inches into the building frame. Fasteners shall be located not less than �- U C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space,for a dual ole circuit breaker 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 2-10d BOX 3" OR W (� W � e p g p p RAFTER UPLIFT CONNECTION FROM WIND 29 BRIDGING OR BLOCKING TO JOIST BOX(3") EACH END, TOE NAIL (n D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". 2 8d COMMON(2 112P') J O d.Where screws are attached to masonry or masonry/stucco,they shall be attached = z z J � � from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS SUBFLOOR J z (U r- WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C Q SPACING SPAN ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND Q F- ian emergency escape opening shall be provided for EACH sleeping room. Ll.l 0 Coo VI Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction I Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = (� W be protected from wind borne debris. _ -� It shall be the responsibility of the General contractor or his subcontractors to submit 130 140 Glazed opening protection shall meet the Large Missle test ASTM E 1996 SPACING OF FASTENERS � z � = EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP (D a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new, existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet <5:12 2 5:12 <5:12 a 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING W 0- stamped Y p g• q Y g p p g PANEL EDGES `n J 0 Stam ed b a professional engineer if required b the Owner or Building Dept, ANSI/DASMA 115. Areas within hurricane Tone regions: SUPPORTS GABLE END WALL FRAMING `.J � 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at feast one side of each (1). within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON SUBFLOOR,WALL winds speed is 130 miles per hour or greater. 16"O.C. 12 „ ( ) „ continuous run of treads or flight with FOUR OR MORE RISERS, p p g 30 3/8 - 1/2 8d COMMON(ROOF) 6 SEE NOTE A 6 Handrail Height measured above stair tread nosing,Shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight �- 6" DIAMETER -► Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to I I of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 28 348 358 476 446 a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 32 1-1/8" - 1-1/4" 10d COMMON NAILS 6" 12" and the handrail. see code for exceptions. Refer to Code for grip size specifications. Label all panels and store in a clean dry area of the house. 16O.C. 32 427 398 529 496 .• " , CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 1/2"STRUCTURAL CELLULOSIC 1-1/2"GALV.ROOFING NAIL 3" 6" I N 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" � "~ "I", "II", III", "IV", OR"V" 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING i UJ above the floor or grade below shall have a railing nct less than 36 inches o F_ in height. Railings shall have Top rails and Balusters and Bottom rails that areJ REFLECTIVE RED 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7" 71+ N O NO MORE THAN 4 INCHES APART. EXCEPT:the Oangular openings formed PANTONE#187IBERBOARD SHEATHING Oj z by the riser,tread and bottom rail of the guard rail at the open side of a stairway 16"O.C.oC48 599 559 745 697 r- are permitted to be of such a size that a 6 inch sphere cannot pass through. ( W.-. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV• ROOFING NAIL 7" 7" Q Q Open sides of stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not fess than 34 inches in height measured UJ vertical) from the nosing of the treads. REFLECTIVE ` TABLE 507.9.1.3(1) 36 5/8" GYPSUM SHEATHING 1 3/4"GALV.ROOFING NAIL 7" 7" z � Q Y g WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION < Lur u v 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -- EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER 7/16" min. structural plywood CONNECTION JOIST SPAN TO RESIST WIND PRESSURES TABLE R602.3 (3) than 72 inches above the finished grade or of the building,the window must be provldedther surface w with a window/ow on the open ng control/device _� �' -► •- Panel, Attached to DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' 6"' 12" DESIGNATION FOR STRUCTURAL that compiles with R312.2.2 Window Opening Control Devices. PONENTSTHAT Frame in accordance 1/2"DIA. LAG SCREW MINIMUM NAIL MIN WOOD MIN. WOOD WALL NA IL SPACING TRU S TYPE CONSTRUCTION 1/2 with Table R301.2.1.2 DESIGN CRITERIA &1/2"MAX. SHEATHING 30" 23" 1s^ 5^ STRUCTURAL PANEL STUD 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE NAIL SIZE PENETRATION STRUCTURAL Draftstopping shall be "F" FLOOR FRAMING INCLUDING of the residential code THICKNESS SPACING EDGES FIELD accordance with R302.11 thru R302.11.2 and Wind speed: 140 1/2"DIA.THRU BOLT PANEL SPAN RATING installed per R302.12 thru R302.12.1 GIRDERS AND BEAMS of New York State & 1/2"MAX.SHEATHING 36" 36" 34" 29" 6d COMMON NAIL "R" ROOF FRAMING No of stories: 2 Mean Roof Ht: 30 ft (2.5"X0113') 1.50 INCH 24/0 7/16" OR 1/2" 16" O.C. 6" 12" Fireblocking materials R302.1'1.1 shall be as follows: 12'1"TO 14' 14'1"TO 16' 16'1"T018' 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan 8d COMMON NAIL 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" 2. 1/2"gypsum board UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bldg Length per plan 1/2"DIA. LAG SCREW (2.5"X 0131") 3. Batts or blankets of mineral orfibergfas shall be permitted for compliance & 1/2" MAX.SHEATHING 13" 11" 10" with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan W rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 bldg aspect ratio: 3:1 1/2"DIA.THRU BOLT 24" 21" 191, INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 a 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2"MAX. SHEATHING UL 263,for the specific applications Nailing Sched: Table R602.3(1) GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS Applicant shall provide engineered wood placardCL THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS ` >* p on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED FRAMING SPACING NAILS SCREWS TO 1WOOD FRAMING J TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) OF FOUNDATION MATERIALS Residential structures with Truss type construction, CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS ` I� Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 1/2 WALL EITHER DIRECTION 16"O.C. 8" 16" >~ M CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration •U M O Refer to General Notes for Panel CEILING EITHER DIRECTION 16"o.C. 7" 12" ' Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 5/8 WALL 6d COOLER NAILS MM "� bA 0 EITHER DIRECTION 16"O.C. 7" 12" h� -" O •• Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. ,�/ Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection TYPE"X" AT 1-7/8"LOING 6d COATED NAILS OR ® w Sand, silty sand, clayey sand, silty gravel and clayey gravel � GARAGE CEILING „ EQUIVAL,ANT DRYWALL SCREWS. O M " PERPENDICULAR 16"O.C. 6 6 � r� � (SW, SP, SM, SC:, GM and GC) 2,000 psf 5/8 SCREWIS SHALL COMPLY WITH .n �p Ix Clay, sandy clay, silty clay, clayey silt, silt and sandy'sift CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) BENEATH HABITABLE ROOMS IRC SECTION R702.3.5.1 �� (CL, ML, MH and CH) 1,500 psf Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall fra QTJQeic� inches o.c. WIND DESIGN SUBJECT TO DAMAGE FROM a.When soil tests are required by Section R401.4, Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports sha •;d in the allowable bearing capacities of the soil shall be part of the recommendations. o SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf SNOW WIND DESIGN WEATHERING LINE TERMITE is v� (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD INDEX TEMP i LOAD REGION ZONE CATAGORY DEPTH are likely to be present at the site, the allowable bearing capacity shall be ti L, determined by a soils investigation. 20 LBS 140 NO NO NOM B SEVERE 3'-0" MO HEAVYE 11 YES NO 1500 or less 52.1T M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. q 03 O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING(REQUIREMENTS BASED ON WIND SPEED Side evation o°3 �' fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING Min.3"x 11-1/4"net header Header , , • / 6-16d sinkelr nails • •' ' METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING shall occur at top of wall •• PER TABLE 86: EXT)-FASTENERS 6" OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG — — — = i OF BRACED WALL PANEL ,I ISI I•I I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL • • • fasten top plate to header with •1 I•I I•I PER TABLE 8602.3(1)OR 8602.3(2) Header shall be Top plate continuity is two rows of 116d sinker nails @ 3"o.c. fastened to the required per R602.3.2 VARIES BY FASTENERS king stud with Braced wall line I 2-16d NAILS EACH SIDE I I. N A • 6-16d sinker nails continuously sheated • 11 r • � with 1/2"wood Minimum 40001b header-to-jack-stud .I I I METHOD CS WSP: a, . X Fasten sheathing to header with 8d common nails in 3 in,grid strap on both)side of opening W z f0 c attern as shown and 3 in.o.c.in all framing studs and sills structural panels 1� •I I'I ,°�' AS PER TABLE 8602,3(3) P 9( ) opposite side of sheathing •I I•I EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS — a, WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER ;, Minimum 40001b header-to-jack-stud strap F--i .I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG 3 b on both side of opening opposite side of sheathing W BRACED WALL PANEL p g pp Panel splice edges shall occur over .I AT 6"O.C.ON EDGE AND 12' O.C. o s l• 9 and be nailed to common blocking IN FIELD BRACED WALL PANEL Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- • 1; BRACED WALL PANEL x 'm � 9 BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL @ L 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c,nailing BRACED WALL PANEL INTERIOR FINISH: is required in each panel edge. 2 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG • i, with 8d common nails @ 3" p c.in all framing e P 9 (� I I I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3-16d @ 16"OC ALONG • �• (studs,blocking,and sills)typical if needed O I'I 1• WITH TABLE 87 SCR OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d @ 16"OC EACH i° ( ) LLJ I'I i 2'to 18' finished width TABLE ABLE R1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER i° Min Double 2x4 or ! Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural �I — — - - — — - .I:i. — — — J, SHEATHING ! per Table R602.10.5 panel sheathing _ _ CONTINUOUS RIM OR . ! Min double 2 x post O 'I I'I SP1 — -0. CONTINUOUS RIM OR Q I• VERTICAL JOINTS IN PANELS SHALL OCCUR ZEND JOIST •I ISI END JOIST . i` Min. 2 2x4 t No.of jack studs per "I OVER AND BE FASTENED TO COMMON STUDS. ( ) yp Table 8602.7(1&2) O 0 ! O • • a Min. (2)1/2"Diameter anchors U 2-16d NAILS EACH SIDE installed per section R403.1,6 I' with 2"x 2" x 3/16"plate washer I I' HORIZONTAL PANEL JOINTS IN BRACED ) N I ' WALLS PANELS SHALL OCCUR OVER � O � AND BE FASTENED TO 1-1/2"THICK •1 •I INTERIORI COMMON BLOCKING I'` 1„I I. FULL HEIGHT BLOCKING ADDITIONAL FRAMING SPACING I. CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING OF BRACED WALL PANEL I I lBRACED WALL PANEL @ 16”O.C.ALONG ll .I ISI 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL04 •I I•I I"I 1' 2 x BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 Q 'I II II I• • I I I• O O J .I I •t I•I I•I 1• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to o O 0- BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing nail sole plate ., 2 BRACED WALL PANEL CONNECTION WHEN 8D commonnlals i to joist per Band or Rim joistwi to joist per E—i Q •'- _ _ •" ' _ _ � '- ' _ PARALLEL TO FLOOR/CEILING at 3"o.c.Top an PERPENDICULAR TO FLOOR/CEILING Sub-Floor nailing sched. 8D common nfals nailing Schad. n/ FRAMING Bottom _ _ at 3"o.c.Top and Rim Joist �7 F--'�( Q FRAMING ° ' • Rim Joist Bottom °° °—° ° /�per Plans I"'�1 FASTENING REQUIREMENTS FOR BRACED WALL PANEL AS PER • • • • ° Hold wns per plans w < W 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION -FIGURE R602.10.6.4 w >- Q CEILING OR W FLOOR JOIST 1 DIRECTION Simpson 1-1/4" galv. x 20 gage ENDWALL—•► ENDWALL H2AStudToRafter coil strap with (5) 8d common Connector _ Were the distance is SIMPSON H2A N between 9-1/4"to 15-1/4" nails in each end at each rafter. c r- at each Rafter. With FLOR AND CEILING JOISTS E•° NSIONAL LUMBER OR ENGINEERED Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter ° o 2,N A Strapping _ braced wall panels CO (J�O�ISTS- SEE PLANS N (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES = = L ° at O Openings s r �� Each Rafter on Each side w`'o-- '" Sr L °o A p g rn m m o o m 11*111 Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing m, BLOCKING splywood hall have Solid'Blocking of Ridge to have a —0-6 o N o Y o L o TYPICAL @all Plywood Joists Schedule Dwg-1 y ° ° °o N o Simpson LSU skewable hanger _ w AT 48"OC E, ° 0 2-BAYS IN SIMPSON H2A = a ,� � a.` E O Solid blocking between at each Rafter. With 1-1/4" X 20 Gage Metal Coil N'N = ° `� 'a ° = 3 BLOCKING @ 48 INCHES ON CENTER g •° 3 rafters attached to top (5)8d x 1-1/2" nails in Rafter o ° 6 o „ Strap with (5)-8d common nails r- „ a� _ N plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate �, N °i 0 o SECTION A-A in each end. catch jack studs @ s - � .3 o along length of braced wall (5)8d x 1-1/2 nails in Stud Look Out Blocks s a 0 _ _ ° ° 'MP O Q U•"'t = Comer Holdowns c c Refer to plans panel. an window Or door Header. ,° , ° �, _ END WALL BLOCKING DETAIL cL for locations N Less than ° if required Typical each side and ALL Gable End Wall t.N = t= E ° or Equal � �.z=� W c 0 0 q windows and doors. � � y0 = FLS-mEo�oa FOR FLOOR AND CEILING BRACING to 12" E o G-0 RIM JOIST BLOCKING BETWEEN RAFTERS (a BRACED WALL PANELS NTS602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP 8802.3 )rn IN THE FIRST TWO BAYS OF:FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS v AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING NOTE' PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. '^ PER NAILING SCHEDULE. , 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD vJ 4WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED 7 n THE GABLE END WALL.DIAPHRAGM BLOCKING ISNOT REQUIRED. TO THE RAFTERS WITH 4 SD NAILS L.1� EACH END O Q < W 2X P.T.LEDGER; MUST BE ONE SIZE 1.l. CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD SIMPSON BSC O NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA,HOT-DIPPED TOP OF RIM JOIST WITH SIMPSON BSC COMPOSITE RAILING PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR I I PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING ALL THRESHOLD CAREFULL I I TOP AND BOTTOM RAIL POST TO HEADER CONNECTOR CUT see Schedule on DWG-1 AT s"oeC. POST TO HEADER CONNECTOR FLASHED&CAULKED TO tip of lag screw shall fully extend beyond I I AND COLUMN COVER AND PREVENT WATER INTRUSION COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTH the inside face of the band joist. SIMPSON ABU POST EXTERIOR OR ATTACHED PERE I FOR CODE SIMPSON ABU POST 4"TREATED POST O CONCRETE BRACKET 12" Min BEARING WALL GALV.DECK HANGER MANUF.SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET SIDE COVER 2"MINIMUM l I SIDE COVER 2"MINIMUM 0. SIMPSON LUS26 @ 2X6 0• X 4 TREATED POSTS SIMPSON LUS28 @ 2X8 2-1/2"GALVINIZED CARRIAGE BOLTS LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS NOTCH GREATER SIMPSON LUS28 @ 2X10 AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL R SIMPSON SD STRUCTURAL THAN 50 /o CONNECTOR SCREW CONNECTOR SCREW CLEAR SPECIFICATIONS. GRADE � (PERCENT)OF 2X LEDGER WITH FASTENERS IN ACCORDANCE O 112"DIA.GALV BOLTS W/ GRADE ADHESIVE ANCHORS:HIGH-STRENGTH N W PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE WITH TABLE R507.2 2 x JOISTS I ADHESIVE HIGH-STRENGTH EPDXY ANCHORING ADHESIVE FOR S o H METAL TIE FASTENED ACROSS AND f"L LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SD#9 x 1-1 J2"SCREWS O USE WITH THREADED ROD USE WITH THREADED ROD N O NOTCH WITH 8-1 OD NAILS EACH SIDE 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON Z MECHANICAL WEDGE-ALL WEDGORS;SIMPSON Use 1-1/4" Metal z i,.3 ALLOWABLE LOAD PER TIE:840 LBS WEDGE-ALL WEDGE ANCHOR � NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)1 O THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR Coil Strap 20 Gage W .r '3 u --- AND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS M CONCRETE CAST-IN-PLACE A FOOTING,DOWN 12" Min (5;) 8d common nails Q + R507.6.2 SIMPSON H2.5 AT 14"DIA.CAST-IN-PLACE TO VIRGIN SOIL Q (A W TOP PLATES OR CONCRETE FOOTING, DOWN FOOTINGS MUST 1 in EACH END at Z BLOCKING EACH JOIST FOOTINGS MUST TO VIRGIN SOIL (MIN 36"BELOW GRADE) �" Z > Q PIPE •, BEAR ON BEAR ON EACH Stud. Q W U SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS OVER BEAM SIMPSON BC UNDISTURBED (MIN 36"BELOW GRADE) UNDISTURBED 24"x 24"x 12" FOOTING 8d 6" oc Along -� IY ALLOWABLE LOAD PER TIE: 1,825 LBS o PER R507.3 FOR DECK FOOTINGS SOIL MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL TO VIRGIN SOIL Braced Wall Panel JOIST CONNECTOR (MIN 36"BELOW GRADE) PENTRATION OF EACH END OF DECK: FIGURE 8602.1 0.8(1) FIGURE: R602.6.1 MAXIMUM OVERHANG 24" PLLED .T. POST TO CONC. PIER & FOOTING P.T. POST TO CONC. PIER & FOOTING TOP PLATE FRAMING TO To"CDEINTER OF TOPA.LAG SCREWLATE,STUD CONNECTIONEAR DECK WALL TO WALL STRAP ACCOMIMADATE PIPING R507 EXTERIOR DECKS OR HEADER CCD� NTS CONNECTION (� FRONT PORCH NTS � SIMPSON ABU INSTALLED IN ACCORDANCE /� SIMPSON ABU INSTALLED IN ACCORDANCE NTS 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 15 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS H 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails w C at each stud SEE TABLE 507.2 Z FASTENERS at each stud r— N IN 2 ROWS �,, TOP PLATES TOP PLATES Strap may be attached OVER Strap may be attached OVER the plywood OR directly to ' c the plywood OR directly to W o © © TO 6.5"MIN FOR 2X1 5.5"MIN FOR 2X8 0 Studs. U U -STUD BORED HOLE MAX. STUD 5' MAX 7.5"MIN FOR 2X12 Studs. OUTER THIRD "--.I ct BORED HOLE MAX. DIAMETER 60% © OO O OO C14 rap strap under sill OF SPAN ONLY F-■-i a� DIAMETER 40% (PERCENT)OF STUD (PERCENT)OF DEPTH ° P<°< and attach to sill plates �� M STUD DEPTH /3-16d @ 16 oc Along 5/8"MIN. -5/S' MIN. 5/8' MIN /8"MIN. 3/4"MIN -III—III- ° <°< Braced Wall Panel 2"MIN LAG SCREW OR THRUJ -BOLT TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD —_= " = FIGURE R602,10.8(1) 1/4 JOIST 0 v DEPTH,MAX. O M ct NOTCH MUST NOT —III—ii ° °`°< N 2"MIN.. 116 JOIST �p NOTCH MUST NOT ° ��=i�_ < b 1 r EXCEED 25% 0 EXCEED 40 /° (PERCENT)OF I (PERCENT)OF o °4 a. DEPTH,MAX. STUD DEPTH STUD DEPTH 0 1l3 JOIST �j DEPTH,MAX. BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD IF HOLE IS BETWEEN STRAPPING ' o 40%(PERCENT)AND NOT BE LOCATED IN PER FIGURE R507.9.1.3 (1) co BORED HOLES SHALL THE SAME CROSS (� 60°UDDEPTHTHE F SECTIONOFTHECUT Applies to Garage Wall and strap under sill Solid sawn foist and rafter w NOT BE LOCATED IN STUD DEPTH THEN CH IN STUD O OR NT THE SAME CROSS sTuO MUST BE DOUBLE -*DISTANCE CAN BE REDUCED TO 4.5" SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction =III—III ° - and attach t0 sill plates OR NOTCH IN STUD SUCCESSIVE: STUDS ARE DOUBLED SPACING IS REDUCED TO THAT OF —1�j1 notching and bo n nlimits. < �^ f ° ._ � / AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERSNOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR < < NTS ; © �� TO 2X8 BAND JOISTS(1/2"STACKED e, .rt 01gr;31 r� WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD �'� Gam• NOTCHING AND NOTCHING ANDQ STRAPPING IN CONTACT WITH CONCRETE OR MASONRY 16 BORED HOLE LIMITATIONS FOR,EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes u and out of the Rigid insulation 2X ceiling joists of second floor � Sheet Metal Firestop Full Thick Insulation p MANUFACTURED LIGHT ENCLOSURE way for access thin profile structural) glued together see Ian w/ ceiling line Exterior p p ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathing as draftsi;o and lay on plywood Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams g p behind tub - Tub attic hatch - R-van support Non-combustable sealant OF SEALANT subfloor Base late prevent loose-fill / insullation from Typical equal to the Ceiling Double Frame Attic blocking p q 9 SUBFLOOR GLUED,CAULKED Sealed to`'-- exterior insulationrequirem access opening t � Air Se IContinuous wallL�O Sealant or g JolT/RIM CLOSO Eadhesive 1/4 structural sheathin floor Gasket LL\/ \ failing through of Sealant or i as enclosure liner sealed SEALANT Sealant f solid blockingaccess adhesive "'� at perimeter and seams. SILL PLATE INSTALLED �+ / or rigid insulation 1 min Rigid Weatherstripping OVER GASKER SILL g pp g Seal stairs Adf•tesi Sealant Casin EXPANDING FOAM SEALANT 'va Pre-Fab Fireplace sealed around Panel w ` �� 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT Insulation. Air four edges Pull-down frame gap } 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual staircase finish w/ soffit material sor foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing I� Q (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (a� • CANTILEVERED FLOORS PULL-DOWN STAIRCASE Q DRAFTSTOP & SEALANT AT -- 0 EXTERIOR WALL OF BATHTUB AIR BARRIER AT FOUNDATION INSULATION AND WEATHERSTRIPPING AIR SEAL DETAIL ta'�. PREFAP FIREPLACE DETAIL 1 ATTIC HATCH DETAIL TO BAND JOISTS' This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products 0 It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation R.50 Attic Sr.iir Cove ENERGY NOTES Eave baffle installed 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shallIr adjacent to soffit and cave approved r 2020 Energy Conservation Construction Code of New York State. be sealed by an pp oved third party(HERS Rater) using the „ „ „ „ „ „ vents. Baffle shall extend over Table 8402.4.1.1--Air barrier and Insulation installation. The authority having jurisdiction shall be permitted to determine an Manual J Manual, S & D submitted at CO. energy efficiency program to exceed the energy efficiency required by this code. the top Of the attic insulation N 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. " TABLE R402.4.1.1 air leakage b an approved party ) g 8402.2.3 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy g Y pp oved third art HERS Rater using the ( ) Q AIR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual "J" Manual ,"S" &"D"submitted at CO. ' C) 2 x CJ W/ INSULATION a COMPONENT A►IR BARRIER CRITERIAa INSULATION CRITERIAa 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS �.. General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER Q requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs �T� [-� W O fluids > 105 F degrees or<55F degrees shall be insulated with R-3 Minimum. F� Exterior thermal envelope contains a 3. 8402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 g g SEALANT n � O 2 continuous air barrier. Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. ; h� w a U) 11. (R403.3.5) Building Cavities (Mandatory) l ^ Q Breaks'.or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior Wall r lY sealed. See Const. Dw s O w w sections N1102.2 through N1102.2.13 g >- Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) Z installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. s" recommendation and said density shall be maintained for all volume of q y Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. accordance with the criteria listed in table 402.4.1.2 or required b code official, ' E'-� r..� � W each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" & "D". p pumps r y Automatic controls, temperature!sensors and um s shall be accessible. j maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 ' the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE N exists,the batt product will be cut to fit the remaining depth of the The building shall be provided with ventilation that compiles with the requirements of E.=s cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o o - y m- air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system �, �, o is.o shall be placed to fill any surface or concealed voids,and at the g g p p � w _ E L N �,-. ° test results shall be signed by the party conducting the test. is not operating. � =m o „ _ N �, ° manufacturers specified density.Where faced batt is used,the o 2 E _ ° r - , Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM == installation tabs must be stapled to the face of the stud. There shall be - a p N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy "T'` 8 w Co z o no compression to the batt at the edges of the cavi due to inset INSULATION, R VALUE IN E...---c ; m o p g cavity 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements �, p g 9 p i Z o o uw o... stapling installation tabs. of Table N1103.6.1. Exce tion: Where an air handler that is inte ran to tested and listed HVAC Rigid Foam or ACCORDANCE WITH '-`� = a ° 2 Y Y combustion air. Factory built fireplaces shall be listed and labeled p 9 g• c d (� y > � a ° equipment is used to provide whole-house mechanical ventilation C °' N ` _ ° `°'N Cr ° r- -01 3 Insulation that upon installation readily conforms to available space according to UL 127. p the air handler shall be Wood Blocking HERS REPORT " _ �✓' I i �,,0 3 t =•a 3 0 shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam -., 1 { o g a =r N density recommendation. 8. 8403 Systems: N1103.1.1 (Mandatory) programmable thermostats shall be TYP. ROOF CONST. 1 ca C- w -- o ` 14. N1103.7 8403.7 Equipment 120 ca = � yo4 3oE provided for each separate heating and cooling system.Temporarily operate ( ) q ipment sizing and efficiency rating (Mandatory) r s the system from 55 F to 85 F. preprogrammed thermostats be manufacturer 9 9 q p Roof underly ment [�`� Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heatin and coolin a ui ment shall be sized in accordance with y 2 X CJ W/ INSULATION '�-�.1 i i I ° ceiling/soffit shall be aligned with the air barrier. Y ACCA Manual S based on bulldin loads calculated In accordance with ACCA sealed to drip edg ::_ fl L'� �65 M t= E �'�o shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS E r insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. °j _ C c _- ¢ N = 8 _ ° OR HERS RATER . .�., ��'`°`r..r'� � �° ° ° sealed. New or replacement heating and cooling equipment shall have an efficient ,.,,,.,. = a E : N ° a 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum p g 9Y �,' ; . , I t F- ° y = a' �- co E a=o a Access openings,dro down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3"in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ I ? : . p location where the e ? Diagrammatic. Duct locations drawings shall be provided b an approved third geographic quipment is installed. Soffit see - SEALANT , t f wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. 9 9 p Y PpConst. Dwgs / !} shall be sealed. party using the Manual "J", Manual S & D submitted at CO. M p l010-1 15. N1104.1 (8404.1) Lighting equipment(Mandatory) non-vented t: W Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall c +:,:,.. :r,. .> ,::r ,• + • k V plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. '°"`' -- __ i z top plate and top of exterior,walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall "' 1 j Y ' i 1? - _J See Const. Dwgs 2y sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be _3 J 1 r Q �'- installed in substantial contact and continuous alignment with the air 1 barrier, W FZrn CO Windows, skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE w 0 Q and doors and framing and skylights and framing shall be sealed. WITH SPRAY FOAM INSULATION DUCT SEALING REQUIREMENTS 0 Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Q Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain n above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor TABLE M 1505.4.3(2) cantilevered floors) framing cavity insulation shall be permitted to be in contact with the LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL ';, ; ` ' RATE FACTORSa, b topside of sheathing or continuous insulation installed on the underside of floor framingand extend from the bottom to the to of all RUN-TIME PERCENTAGE IN EACH 4-HOUR APPROVED WINDOW p AREA TO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% OPENING LIMITING perimeter floor framing members. SEGMENT DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS shall be covered with a Class I,black permanently attached to the crawlspace walls. Factory 4 3 2 1.5 1.3 1.0 r W N W vapor retarder with overlapping joints N H BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM O taped. a. For system run time values between those given,the factors are permitted to be _ _ _ _ _ _ _ _ _ _ _ _ Z Shafts,penetrarions Duct shafts,utility penetrations,and flue INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. _ WINDOW Q shafts opening to exterior or LLI unconditioned space shall be sealed. b. Extrapolation beyond the table is prohibited. 24" APPROVED WINDOW 0 J (36"IN IBC UNITS) 4' SPHERE CANNOT PASS THROUGH FALL PREVENTION Z W Q DEVICE CONFORM TO 0 LU Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE FINISHED FLOOR compression,or narrow cavities shall be filled by TABLE M 1505.4.3(1) FINISHED GRADE insulation that on installation readilyconforms to the TOP OF THE WINDOW SILL SHALL FINISHED FLOOR Z available cavity space. CONTINUOUS ` ''` "' AIRFLOW RATE BE A MINIMUM OF 24"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and REQUIREMENTS FLOOR AND GREATERTHANFES BELOW THE FINISHED '4 GRADE OR OTHER SURFACES BELOW ON THE v conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE �./ Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building then nal NUMBER OF BEDROOMS COMPLY AS FOLLOWS: H envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW hTl FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 >7 A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: w Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or (square feet) 2,OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION N gaps or compression where cut to fit.Insulation that on Airflow in CFM PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and Nviring. < 1,500 30 45 60 75 90 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW TO MEET EGRESS R310.2.1 V OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be exterior wall showers and tubs shall separate them from the showers and insulated. o U 'Z.i r-i hubs. 1,501 - 3,000 45 60 75 90 105 N1101.14 (R401.3) Certificate (Mandatory) H H ° Electrical/phone The air barrier shall be installed behind electrical or 3 001 - 4 500 60 75 90 105 120 M .a box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the space where the furnace is located, a utility room or an approved location inside the building. ,�/ o HVAC register HVAC register boots that penetrate building ywall.al 4,501 - 6,000 75 90 105 120 135 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit ® jai x N boots envelope shall be sealed to the subfloor or drywall. ,._, directory label, service disconnect label or other required labels. The certificate shall indicate the �/ o M Concealed When required to be sealed,concealed fire sprinklers shall 6,001 - 7,500 90 105 120 135 150 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components �O o4sprinklers only be sealed in a manner that.is recommended by the such as slabs, basement walls, crawls ace walls and floors, �:. manufacturer.Caulking or other adhesive sealants shall not p and ducts outside conditioned spaces; , `��P O be used to fill voids between fire sprinkler cover plates and > 7,500 105 120 135 150 165 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results . walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. <,� IC - insulation contact, For SI: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. Where there is more than one value for each component, the certificate shall indicate the value it a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. covering the largest area. The certificate shall indicate the types and efficiencies of heating, cooling and service water heating equipment. Where a gas-fired unvented room heater, f� , electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," 079ti1 Ee' as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, -,OFN ��•_--- electric furnaces and electric baseboard heaters. CONTINUOUS RIDGE VENT PLUMBING NOTE: RIDGE BOARD TYPICAL ROOF CONSTRUCTION R905.1.2 ICE BARRIERS; ALL PLUMBING SYSTEMS SHALL BE Class AAsphalt Roof Shingles w/ SELF-ADHERED POLYMER MODIFIED fasteners per manufacturers specification 50'-1" INSTALLED IN ACCORDANCE WITH and the NYS CODE. BITUMEN SHEET USED IN PLACE OF PART VII-PLUMBING R802.4.6 COLLAR TIES NORMAL UNDERLAYMENTAND SHALL BE NAILED with 4-10d Underlayment as per section R905.1.1 & EXTEND FROM THE LOWEST EDGES OF BOX NAILS IN ACCORDANCE installed per Table R905.1.1(1) ALL ROOF SURFACES TO A POINT NOT2 ELECTRICAL NOTE: Ice&Water barrier as per section R905.1. 49'-1" WITH FASTENING SCHEDULE LESS THAN 24 INCHES INSIDE THE il ALL ELECTRICAL EQUIIPMENT (Note: Double underlayment is required EXTERIOR WALL LINE OF THE BUILDING. 1 -0 AND WIRING SHALL BE INSTALLED for Roof slopes between 2 on 12 and 4 on 12) ON ROOFS WITH SLOPE EQUAL OR GREATER IN ACCORDANCE WITH PART VIII-ELECTIRCAL 1 2x4 CT @ 48"cc 12 Framing As per plans with 1/2"exterior grade THAN 8/12,THE ICE BARRIER SHALLALSO BE 28'_111 21'-0" OF THE NYS CODE. A MINIMUM OF 75%PF W span rated structural plywood Sheathing, APPLIED NOT LESS THAN 36"MEASURED ALONG PERMANENTLY INSTALLED FIXTURES 8 8 Nail to framing in accordance Fastener THE ROOF SLOPE FROM THE EAVE EDGE OF THE MUST HAVE HIGH-EFFICACY LAMPS. Schedules&Strapping per detail sheet(s). BUILDING Flashing per R905.2,8 RAFTER/CEILING JOIST HEEL ^ MECHANICAL NOTE: JOINT CONNECTION THE MECHANICAL SYSTEMS SHALL SHALL BE NAILED ATTIC R806.3 BE INSTALLED IN ACCORDANCE WITH TOGETHER IN ACCORDANCE f--I WITH TABLE R802.5.2 R-38C BATT B TWNINSUL TION OF NYS. O ALL MECHANICAL SIZING PER ACCA (SEE DWG-1 FOR TABLE) INSULATION AND SHEATHING WITH SIMPSON H2AAT EACH MANUAL"S"BASED CC LOADS CALCULATED PER ACCA MANUAL"J" RAFTER TO STUD. DUCT COMPLIANCE WITH MANUAL"D" 0 Top_of Platte R303.4 MECHANICAL VENTILATION. jll WITH DWELLING WHO ENSHALL HOUSE MECHANICAL O 0 802.5.2.1 LAPPED JOIST VENTILATION IN ACCORDANCE WITH `"GJ O LAPPED NOT LESS THAN 3". 2X10 LEDGER SECTION M1507.3 SHALL BE NAILED 16d AG SCREW TO rT, COMMON NAILS IN ACCORDANCE STUDS @ 16"OC W Q R-15 BATT WITH TABLE R802.5.2 ON DWG-1 o SIMPSON SKEWED ---------- -------- ---------------------------------------------- 2 INSULATIO BO HANGER @ EACH w/R-4 EXT. BATHROOM RAFTER 1 I , FOAM BOARD �� , �------ --- ----------------------,--------------- HALL BEDROOM #2 12 � , � c~�I I 1 1 I 'N 4 O Q Top of Subfloor_ --- 19'-8" o O EGRESS 1 1 1 1 1'-0" — — — _ Top_of Plate 1 1 1 Q - --\�Z_30 � - — OUTSIDE BASEMENT ENTRANCE I � ►� „ R-30 BATT WRAP HEADER IN 8"CONCRETE WALL ON MIN 16"X 8" i ; ; ° , ; ; h-LI BATT I FOOTING WITH 4"CONCRETE LANDING& E� o INSULATION INSULATION AZEK BOARDS 4"DRAIN TO DRYWELL,CONCRETE STAIR 1 ' i ; Qo O G MEETING R311.7-STAIRWAYS, I I (n R-15 BATT ® ® VINYL SOFFIT ON HANDRAIL PER R311.7.8, 34"-38"ABOVE i ' i i W INSULATIOND Ln FURRING STRIPS NOSING. 36"HIGH GUARD RAIL ON ; ; ; , _ 0 cn ( 0 1 rT� w/R-4 EXT. - --n -� co F+-1 W FOAM BOARD o TOP OF CONCRETE WALL. �t O N 0) TYPICAL DECK FOOTING ; ' " ' ; r a oo ' ' W Z 14"ROUND CONCRETE POURED ; , , LL OJ ( + + PIER FOOTINGS TO VIRGIN SOIL, - o o j' 4"TREATED POST ANCHOR ; ; ' ; cv M I c� �--r w FAMILY LIVING ROOM ROOM -SEE DETAIL-13 ON DWG 2 FOR STRAPPING AND ' I 1 1 1 t 1 UPLIFT CONNECTIONS. + � 9'-10° 9'-10" + + To of Subfloor ; _ _ _ — 2 x 6 DECK JOISTS @ 16"o p 2-2 x 6 P.T.GIRDER Top of Foundation + 1 I I I I I 1 I — - 61- 1/211 � �-- - - - - - 1••� EXTERIOR LIGHT -30 BATT c oa TYR DECK GIRDER ��i „- — - � ; i F.D. ' i ABOVE I ; ; M C"7 b. INSULATION LVL GIRDER b. SEE DETAILS 7 0 , , , , . in ; � .♦ \ ONDWG-2 1 1 1 1 ---- i I co `� o TYP.DECK EDGER " 2X8 DECK LEDGER ' ' ' ' ___--- - -- ----__- -------------- 'in � �• SEE DETAIL 2 X 1 ( SEE DET. ON DWG 2 I i i DN 3"; -;-_---- i_ j ' 5 1/2"x 9 1/2"LVL 2 E in '�_R11 BATT UNFINISHED Q. ONDWG-2 0 -------------------- - ----------- ------- ------------------ -- -- -- -- -' --------------- --- -- -------1--------------- ; �, rn m m ° n ° INSULATION BASEMENT c . 00 ' 3_0 _ _ ; ' ; ; Z5- C2 E_'2 0, M 11 DRAPED ON - --- -•a w N v o 1 ------ -- - ---------------------------------------------------- ------1 a ° c c _. C v a o " 1 1 tl r 1 1 'O G G Z a d c M 6• WALLS D, + + •, + SIMPSON SON DECK TT2Z AL 0(8;WNS III I I 1 1 m o.4 -.0 U rn m Y I 1 1 1 .I•2. N ° O M, Q O CD TYP.BASEMENT SLAB : ; ; 1/4"X 1-1/2"SDS I I ; ; c N 2 c o m'.o °o c °3 0 To of Footin ' ' WITHIN 24"OF EACH END III ' ' `D + + °o't a 3 L c'c�' ° • — _ — fy� SEE DETAILS ON DWG-2 o c w 0 BRACE WALL •- o p o oo 1 , o CONNECTION DETAIL I I I ; ; c ° rn aZ. y°= 2 w y rn r i i N m DET 2 ON DWG-2 �.. I'I c~_n 1 1 U) vo L a = c CCU y.0 o 3 g E 1 1 3 TYPICAL III O + " o. o ° o C M `o X o_ UNFIN. BASEMENT 5 D o ° rr .-t c m 1 1 _ O 0 1 T c o-• o `t= 00 `off IIS C ' , :? oco'�� °? cmc` � o _ o AS PER SECTION R506. i 0 o , t w t= E o 0 iv 1 1 m 4" CAST-IN-PLACE CONCRETE 1 1 O + O+ O + 0 1 d0 B ° - P y c U c -i O O -� 1 ,,1 ia� ZcL' < wcmcmo j SLAB W/6 MIL VAPOR BARRIER III LL I LL I ° a E m m o m ` o E SECTION - A r N N O I 1 N LO7� = Lc ° c uN ' ' Houlma f- mEa.E`oo. 1 ; ; LL TYPICAL INT.FOOTING/COL ' ' ' "' ; ; ire SCALE: 1 /411 1 '�O" i i CAST-IN-PLACE THICECO , , �, CAST-IN-PLACE CONCRETE 1 1 FOOTING&3"DIA STEEL 1 , , , 1 Q COLUMN I I I ; ; 60 1 1 I 1 TYPICAL SOFFIT CONSTRUCTION. 6'-5" 7'-0" 71-0" 7'-011 12" overhangs-typical DIRECT VENT ' 1 1 1 1 6" Wood fascia &6" Wood rake boards. HEATING SYSTEM i i i ; 5-1/2"x 9-1/2"LVL ;-----; •- , INSULATION SCHEDULE in aluminum or use "azek" or equal oo INSTALL IN COMPLIANCE -------- - 1 __-__--__ _ _ -______ ---------------- Trim ""'-'--------"-_ -- _"'--'-------"-- shall comply with 2018 IECC Metal drip edge per R905.2.8.5 W/RESIDENTIAL,ENERGY ---T --T ------ ---= _------ 1 --'--1 -------------- --------------_- ---------------------_----_---_----_--____ N &MECHANICAL CODE ' ' . _ ________ _____; BEAM PICKET(TYP) ' Fully Vented Vinyl Soffits ; ; 6-1/2"DEEP ; ; Location R-value Thickness MAINTAIN REQUIRED SEPARATION , 2X4 FRAME AROUND + 1 -------- STAIRCASE FROM FLOOR 1 + Flat Clg * R-38c 10-1/4" TYPICAL EXTERIOR WALL DISTANCE FROM ALL HEAT , TO CEILING. TREATED SHOE PRODUCING EQUIPMENT TO ' ' PROPANE _______= PLATE AND GYP.WALL BD (3 Vaulted Clg R-30c 8-1/4" 2 x 4 Doug-Fir Wood Studs @ 16" oc. COMBUSTIBLE MATERIAL AS PER ; o ------ INSIDE FACE OF WALL HANDRAILS Floor/unheated space) R-30c 8-1/4" MANUFACTURER'S SPECIFICATIONS c ATTACH RAILINGS.HANDRAILS , l p ) �+ Double top Plate and Single Sole Plate. AND LATEST MECHANICAL CODE. ; p __ 34"-38"ABOVE NOSING. Floor(outside air) R-30c 8-1/4 1/2" exterior Grade - Span Rated O R302.7 UNDER-STAIR PROTECTION + „ ' ' to -- ----- 1 ENCLOSED SPACE UNDER STAIRS THAT Fes- ' ' ' ' r- ❑ Exterior 2x6 walls R-21 5-1/2" Continuous Structural plywood Sheathing. Mechanical Systems ; ______-_ IS ACCESSED BYADOOR OR ACCESS ; cV w r " + THE MECHANICAL-HVAC SYSTEMS ; ; e PANEL SHALL HAVE WALLS,UNDER-STAIR 0 , , , , Exterior 2x4 walls R-15 3-1/2 Fastened per Fastener schedule. M ON THE CLOSE SIDE WITH PROTECTED 1 UNEXCAVATED "! O SHALL BE DESIGNED AND INSTALLED + --------- ON THE ENCLOSED SIDE WITH � 1 1 1 1 R-4 Exterior Foam Insulation y p q 0 1/2-INCH GYPSUM BOARD. o ; 4" poured concrete slab T' z t vec House Wra ore ual. IN ACCORDANCE WITH PART-V _ , air seal walls to pass 3 air changes per hour Vinyl or Wood Siding as per clients selection MECHANICAL OF THE CODE LL --------_ o on compacted granular fill. �- Above grade attic walls R-15 3-1/2" installed per manuf specs and NYS code. X N ' -?2X10_ N Pitch slab o Q o7 L11 Foundation Walls R-11 Draped over walls Cont. load path strapping installed in accordance CO -------- '/"/ft to garage door . Z ] Q ( in lieu of insulating basement ceiling) with drawings. Provide Fire Blocking in accordance N UP _ ¢ W 0 Foundation Rim Joist: R-13 - 2" closed cell spray foam with R302.11 & R302.11.1 and o N BRACE WALL ABOVE .,,_� o -, U) + ( I I CONNECTION DETAIL + 1 N r- All Glaring U = .30 SCGH: .30 Draftstopping per R302.12 & R302.12.1 N . , ' ' N S `� DET 2 ON DWG-2 N Doors-less than 50% glazing U = .40 TYPICAL ; ; coo Door-more than 50% glazing U = .30 SCGH: .30 9 g TYPICAL FLOOR CONSTRUCTION 3/4" Plywood Span Rated Subfloor, *If part or the entire attic will be decked over with plywood, Glued and Nailed in the ceiling joists must be deep enough in order to fit the accordance with the fastener schedule. DECK LATERAL HOLDOWNs I 2X8 DECK LEDGER 1 1 C 1 1 batt insulation so that it is not compressed. If not then Floor joists and Bridging as per Code. XIMP?OONE WITHIN6)SD#9 �EE DET. ON DWG 2 (2)ANCHOR BOLTS � I Clg Jsts will have to be built up or upgraded to the next size. 24"OF EACH END AND TWO = ❑ 0 IN EACH CS-PORTAL SPACED EQUALLYALONG DECK `1 I (0 = + ' FRAME WALLABOVE + TYPICAL FOUNDATION CONSTRUCTION REFER TO DETAILS ON DWG-2 in x CD ; SECTION-SEE Other �;pecifications: in accordance with chapter 4 I "' ; DETAIL 3 ON PG 2 drop top of concrete ; < < •-• •---- •---- ----•+ + as required arae Windows: U- 0.30, SHGC_ 0.30 3000 sl Air Entrained cast-in-place concrete I"' , 1 q g g 1 p p 2.2x10 Treated Girder 2 2x10 Treated Girder , doors , H • z 100% high efficiency lighting (CFL's or LED's) wall on cast-in-place Concrete Wall Footing per 1®- -. - — - — - :--�• - — - — - — - —:. - — - — - — - — -�— ----- ----- -- - ----- ----- -- ------- ------ - ----- ;pt: R-+ • s 3 air changes per hour ' __—___' — — — — — — '_— — — — — T 9 p R403. refer to Foundation Plan for footing size & • zAll Energy Star appliances thickness. Concrete Horizontal and Vertical TYR COVERED � • � • • •�� - ---"-------------'______ ""-'--------------___------""""' � W � Z ° Reinforcement per Chapter 4. & en note #6. PORCH FOOTING (2)ANCHOR BOLTS �..1� 'C) p p g SEE DETAIL-14 (2)ANCHOR BOLTS IN EACH CS-PORTAL Q ^' cd R403.6 Mechanical ventilation shall be provided that Damproofing per R406. 2- 2x6 approved ON DWG-2 IN EACH CS-PORTAL A-i/ ►'—� a� p g p pp FRAME WALL ABOVE FRAME WALL ABOVE y meets the requirements of section M1507 treated Sill Plates, Sill Seal And Termite shield per SECTION-SEE SECTION-SEE Section R318. Anchor bolts per Foundation Plan DETAIL 3 ON PG 2 8'-211 1'-11" 8'_2" DETAIL 3 ON PG 2 r � �� " cc R403.7 Heating and cooling equipment shall be and R403.1.6 - „ 1'-10'/" 1'-1o'/z" C) x ; sized in accordance with ACCA manual J by a TYPICAL FOUNDATION 8'-0" HIGH 22-0 � certified third party rater. INTERIOR WALL FINISH IN ACCORDANCE WITH CHAPTER 4 11 Q Provide 1/2" Gypsum Wall Board on ceilings TABLE R404.1.2(8): 50-1 8 CAST-IN-PLACE WALL WITH FOUNDATION PLAN TYPICALANCHOR BOLT -R403.1.6 _ _.A O and walls except basement walls & clgs - unless MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH �i �,�.' . noted. Min 1/2" Moisture Resistant Wall Board on HORIZONTAL REBAR PER TABLE A NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST �►� H.� '��' Ceiling and all walls in Bathrooms (humid areas) R404.1.2(1) - SEE DWG-1 NOTE #6. SCALE: 1 /4" — 1 t-Ott 4 ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. and 5/8" cement board on walls and ceilings in wet areas. ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, 1. Walls 24 inches total length or shorter connecting offset braced wall ++ g 2 - 2 x 6 ACQ SILL PLATES COPPER TERMITE TYPICAL ANCHOR BOLT -R403.1.6 panels shall be anchored to the foundation with not fewer than one anchor bolt' ' Provide 5/8 Fire Rated gypsum wall Board on walls ' MAXIMUM SPACING: 1/2"@ 72"O.C. located in the center third of the plate section and shall be attached to adjacent SHIELD, EXTERIOR DAMP-PROOFING, ALL EMBEDMENT OF 7"WITH NUT&WASHER. braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) and ceiling located as per code, manufacturers : FOUNDATION FOOTINGS TO EXTEND TO 2 BOLTS PER PLATE AND HOLD AT LEAST requirements and drawings. ONE BOLT-12"MAXAND 3-1/2"MIN OFF 2. Connection of walls 12 inches total length or shorter connecting VIRGIN SOIL & BE FULL HEIGHT OR STEP ENDS OF PLATES. offset braced wall panels to the foundation without anchor bolts shall be permitted. �'4; DfcC1 �o FOOTINGS 1 V TO 2H The wall shall be attached to adjacent braced wall panels at corners as shown in . OF ivi��t Item 9 of Table R602.3(1). (Fastening Schedule) CODE COMPLIANCE STATEMENTS: 1. The windows selected for this project shall meet the egress requirements of R310. w 2. All windows shall meet Section R308 Glazing and z I- R308.4 Hazardous locations. Q Z z 3. Windows were required shall meet the Window Fall ¢ z protection requirement R312.2. N Lu "- a 4. Bathroom windows shall meet the hazardous CLEARANCE FROM ° U z O glazing requirements as per R308.4 FROM WALL OR W g g q p `" TUB/SHOWER 5. Stairs, landings, railings & guards shall comply with R311 & R312 6. Outside lighting shall comply with RE 3803.3 7. Stairway illumination shall comply with R303.67 MINIMUM TOILET CLEARANCE 1 and R303.8 SCALE: 1/4" = 1'-0" Q FFF--O---aaa 8. Fireblocking shall comply with R302.11 thru R302.11.2 IN ACCORDANCE WITH FIGURE R307.1 9. Draftstopping shall conform to R302.12 thru R302.12.1 2020 NYS RESIDENTIAL CODE 10. Flame spread and smoke-developed index for walls and ceilings shall compy with R302.9 thru R302.9.4 ►� 11. Flame spread and smoke-developed index for as' 1" 0 SOLAR ENERGY SYSTEMS insulation shall compy with R302.10 thru R302.10.5 `'� q CHAPTER 23 & (R324) 11. Recessed lighting fixtures rated for 28'1" 21'-0" membrane penetration shall meet ASTM E119 ¢ SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE p Z O � WITH CHAPTER 23 AND THE FIRE CODE OF NYS. and Fire Stopping as per ASTM E814 or UL 1479 SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. PANELS SHALL BE LISTED AND LABELED PER UL 1703. 12. Exterior Decks shall comply with R507. 1 TW3052-2 NN SOLAR READY ZONE: \ O IN ACCORDANCE WITH APPENDIX T 14'-1'/" I 6'-0" O O THE TOTAL SOLAR-READY ZONE AREA SHALL BE 3'/z" 3'. NOT LESS THAN 300 SQUARE FEET NOT INCLUDING N I iV M E-1 Q ACCESS OR SET BACK AREAS AS REQUIRED BY I/ n/ THE INTERNATIONAL FIRE CODE. rei o ' ROOF AREA ORIENTATION SHALL BE BETWEEN C14 I ZZ P1 O 110-270 DEGREES OF TRUE NORTH. `� , N � W �+ Q CONSTRUCTION DOCUMENTATION WALK-IN � < CERTIFICATE REQUIRED PER T103.10 ,2x8 Rafters ( 16"oc I CLOSET W W W 2x8 Clg Jsts @ 16"oc >- 2x4 CT @ 48"oc I M � O ZZ rh w �J 00 BEDROOM #5 o I ROOF PLAN 17 a � `° � z N � n, Q _ V-011 „ 13'-10" 3'-6" T-6" WALK-IN N SCALE: 1/8" - 1 -0 I �, Os ------- ------- \ I � --------- --------- X In N N N 'r- LO N , E'N --------- --------- 0 I O C: FRAMER TO VERIFY CENTERLINE OF M yr ° E In WINDOW OVER KITCHEN SINK WITH , `t o M w c-o•.� E L- y v °o =N y rn a) m � ° °. m TW3046-2 BY BUILDER.KITCHEN OUT PLAN PROVIDED I \ co o c o y TW2836 TEMP GL EGRESS „ „ co a°i- m a 2 o m �- - - - -- - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -t TW3036 2-8 12-6 .� °•S ° ° o w- y v V O C d V ,n Y » � nY� O 2-2X8 2-2X10 I ----- (2)1-3/4"x 9-1/4"LVL - - - x a� 8'0" - 0 5'0" 2'-0" 13'-0" I - I o c 3 3'/z" Yz° 3% '3'/z" c� ' ---- ' o N M 0- rn os ,,� To �' I o v I 3Yz" 13'0.. I I ;. .; ; 14'-9Yz' 3Yz' 3' 6" 6'0 3'/z" =N 10 4' `° N p C7 m s m P USO V FAN L ,aoQ 0oroc � t @d DASHED LINES s CU t= E ° o WALK-IN BATHRM I KITCHEN INDICATE z ¢ a (b a FAN °.u� y m ` as o a) ' °' - ° ° ° N VENT CLOTHES DRYER L o L °' ° c °' CLOSET �' 8'-0"CLG HT U) LOCATION OF TOILETS I _ " °' -- 10 0 °s 9' 10" (A I ABOVE '--� ° (n W_ ° I I 2'_6�' "' "' IN ACCORDANCE WITH o U1 m F- m E n._ o a U ° w 00 ~ `� I cD , CHAPTER 15-CLOTHES Bedroom #4 f- (D N _ DYERS EXHAUST. cv F® 8'0"CLG HT Z I I I DINING 3'4'/z° CD 2'-0" 'z 3'/ Fool '/z 1 FAN co 3/" 3/" 3 4" " w I o �' �' ROOM '12'-6" N C) U JJ 0o U � ~I Ln - II I rn LO LO 1 2'-4" 2,_4, 2'-4" N N X cXv I o _ o o I `r I I - _ 2x8 Rafters 16"o00 (nIHALL 2'-6" I o °o I Os °o I I I N ( N co a �t X 1 _ x J J I I r= I MUD iV co 'cv I N , " PLUMBING 5'-0" M�, o N I , I I _ p ;-=----=-i ��si S � I NI c° - N' DROP ��II ip ROOM N ' I 36" N M N KNEE __ -^ I 2-2x10 PANTRY M ' I ' -------- I WALL - o 4 1-3/4"x 11-1/4"LVL 3-2x6 N N I ' I 2x12 RIDGE ; --------- 2x12 RIDGE c I o ( ) (3)1 3/4"x 11 1/4"LVL 3 2x6 8 - „ M -- - - - - - - - - - N 5-2x4 -2x4 O ---------- - - - - - - - - - ,- - - - - °' ---- -15 BATT I --- 4 I W ; - 2'_6" SEAL&INSULATE 4'-11" R.O. I I I I bearing _ _ ATTIC STAIR PER N ' c,, I W S I co ' INSULATION ----- --- N wall , SECT. 1102.2.4 I I = Bedroom #1 N' "--"-"- O SEE DET ON DWG-3 I = 13'-0Yz" VAULTED CEILING N ; '-''- 11'-1" 11'-1" o °' 3Yz" ______ 3'/z o INSULATED SOLID CORE N W 10'-6' ' _______ co M STEEL DOOR,OR �I O F- ' n O W r I - - 20-MINUTE FIRE RATED DOOR. a o a co N O ' ---- o 0 �' � � EACH WEATHER STRIPPED =I I o � � Z � O o I ;2 W/SELF CLOSINEn G DEVICE. �► c",, «� Bedroom #2 oo Bedroom #3 NI I _--_-__ 11-1 GARAGE UL aUU N >- o 8'-0"CLG HT �@ 8'-0"CLG HT N' W I p DWELLING GARAGE I �? ~ < W c„ ; o°/ w��o I ------- I _ =N o a�= o SEPARATION IN I 60 J F- � /� o ti m ACCORDANCE WITH `4 cc m I _ ifl (E R302.6 - I- Z W Q Q BEARING /' I c\ o I FAMILY ' 4-- - ' LIVING ? o SEETABLDWG 1 FOR TABLE XII w a -� 1 --- ---- Q WALL N ROOM , '------ , N COMMON WITH WALLLIVING M'I N x x ROOM INSULATE N N / Q Z � Cn F- UP 15R u� O AREA. PROVIDE:HEAT ' L 2 x 10 rafter) a. 16"oc \ _, I o U, T I �� O p I _n p I ( cn Of DETECTOR PER R314.2.1 ;/ 2x4 collar tie 48"oc \ �' W U ° �' o: - I o `-° @ , U T` I 4-2x4 " 4-2x4 �2x6Clg Jsts a�16"oc@10'6" ; , o N COcv ���a I d�to a0 0° I I o _ _ _ _ _ _ _ _ _ - _ Ji _ (3)13/4"x18 LVL_ _ _ N LL ll��� r h 4 Ln `° , 2 x 10 rafte s 16"oc I N N on N o 13'-OJ/ ' c W V U U 2-0 v 2X10 CEILING OISTS @ 16"oc I I co''- I Wil O o o 3Yz" / 2x4COLLARYIES @48"oc \ 2-2x10 ' 2 x10 2-2x10 [ -----------------\ --, > I ----------- �C------- MSI ]-1 ' I ' 2-2X10 / I I _ ----- - - -- q 1 I I ; @ @� I Cn lot I \ % I - - - - - U - - - - I O °� I o O 2-2x8 ; r - 2-2X� I M I I Q� I I) I I (y Cl) w � N �--, r- EGRESS TW3046-2 I - - - - - - - - - - - - i- - '--o - -ll( iJ U ; N h u - - - - - - - - - - - - - - u - - - - - - I - - - - - - y ' o LINE OF I ih 100 d I '- EGRESS TW30410-2-Transom(24"X 72") TW3046-2 EGRESS N EXTERIOR N N ; 5" SQ ' c: WALL ABOVE ' I N W O PORCH X 21'-5 ; in `Z U 6'-93/." V-93/," 5'-815/32" 5'-11 17/32" 13'-T/�' 14'-5'/:' COLS ___--------- ----- ------------- ---------- ---------- 13'-71/2" -------- ---------- ------- -- -____----------- 2-2x12 ; ' ; 2-2x12 ____ -- __ ___-- 7K U 39'-9" --" ----- 9------ 96X84- INSUL PANEL 96X84 - 1NSUL PANEL ' o R312.2 WINDOW FALL PROTECTION NOTE: A ________ 2'-0" 8'-0° 2'o" a'o° 2'o° ® �..i x 00 � v WINDOWS, EXTERIOR FRENCH & SLIDING DRS a/ o M c� TOP OF THE WINDOW SILL SHALL 4 Plans indicates ANDERSEN series 400 Tilit Wash 6'-93/," 8'S" 7'-33/" 5'-6Y" 22' o" kn "o BE A MINIMUM OF 24"ABOVE THE FINISHED Model Numbers and shall be In accordance with R609 FLOOR AND GREATER THAN 72"ABOVE THE 8'-0" PLATE HEIGHT -. O FINISHED GRADE OR OTHER SURFACES To be designed & installed as per manufacturers 50'-1" ` �Y A C specification for 140 ultimate design wind speed � ��r 'C BELOW ON THE EXTERIOR SIDE OF THE 9'-0" PLATE HEIGHT [NY]915.3.3 Residential Buildings and Commercial Buildings c,� J 14 y�T 2ND FLOOR PLAN and Table 301.2(2) 301.2(3) rG BUILDING. SHALL COMPLY AS FOLLOWS: With an Attached Motor Vehicle Related Occupancy �� �� Provide HP LOW-E4 glass; U = .30, SHGC = .30 S Smoke Detector 1 ST FLOOR PLAN w 4 a SCALE: 1/4 = 1 -Q EGRESS: shall meet R 310 O „ A Carbon monoxide detection shall be installed in a central or otherwise approved Carbon Monoxide Detector R312.2.2 WINDOW OPENING CONTROL DEVICES: WINDOW FALL PROTECTION: shall meet R312.2 SCALE: 1/4 - 1 -O location in each occupiable space in a commercial building and within 10 feet of WINDOW OPENING CONTROL DEVICE SHALL CO Refer to DWG-1 General Notes 4 the entrance to sleeping areas and sleeping units in residential buildings tr AREA SCHEDULE Substitutions made upon meeting Code. AREA SCHEDULE and commercial buildings that: COMPLY WITH ASTM F 2000. THE OPENING NAME AREA See page one, general notes for additional In accordance with Section 915 of the g � �.. . DEVICE AFTER OPERATION TO RELEASE THE code requirements. 2020 IFC, R314, R315 of the Residential NAME AREA q 1. Have a communicating opening with an attached motor vehicle related occupancy, p Q DEVICE SHALL ALLOW THE WINDOW TO SECOND FLOOR AREA 1254.0 sq ft. code of NYS 2. Share one or more common walls with an attached motor vehicle related occupancy,or ISGS FULLY OPEN TO MEET THE CLEAR OPENING FIRST FLOOR AREA 1789.4 sq ft. 3. Are located one story above or below a motor vehicle related occupancy. � OF i+(E�. AS REQUIRE TO MEET EGRESS R310.2.1 IGARAGE AREA 471.0 sq ft. '- Ridge Vent 12 12 8 8 Q Q Q � O Top-o Plate— Top Plate_ o -- C/D O o 8� C7) 6" fascia --i w IT Ridge Vent vinylI vented soffit qO p O2 -1 12 ' 0 00 Ridge Vent 4 T T 00 4 12 7 —Vinyl Siding Q O T f bfl r � � � To of S bfloor_ opo S- oo _ E--+ Top-o Plate_ Top Plate_ ® ., w � o 5 C:) w W 0 w r T o z T T T w > W Top of S- bfloor_ Top of S_ bfloor_ Top of Fou -dation_ Top of Fou _dation_ n w._KUZ ..' ^ a ,.ua.us..m L+.u...wuw¢u.eL.., we, a w.aa.. ... ....mu ...wL,....._._._.�,.w ,.t...cu..c«. a .. ..,w..n._u....,v. .x.a...�_ _:_...._.....r.s .,_mow. ,..__ .. as..au....._..,..x....w�..+,...... �........,..r�...v.......-v w.,,.,...v[ ......s ,..... e.. .cu.......i __ .._......_..,.c-ro.r .e. .v.�aaf.. r.ax.............w.w u.:bt,...s+..... .;...»......a..a,.,._...w,...,. ....... ................... u... -� FINISHED GRADE �. .,�. fr 1ra.�� E,o I - � CD OE0 . p..oREAR N Wood steps and landing LEFT ELEVATION 00 to grade. handrail and 00 U c — oma o� � oa�i SCALE: 1 /4" = 1 '-0" Guardrail to code I I I i � I SCALE. 1 /4" = 1 '-0" I I I ��o o•� o o �.�o o • _ _ _ _ _ I I a" °Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _IL- - - - - -1I I I 1 LJ I ' L — co � ao 3 Top of F oting_ [' I� — -- — — — — — — — — — — — — — — — — — — —1 — — _' _-� — — — — — — — — — — — — — — — — — — — — — — — '� Top of F otic _ [' — — — I' — — — — — — — — — — — — — — Z' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —' — — — -- — w 0.s 3 s C . o -�- c � � a� 2 O="2-.09 m - N N R303.8 Exterior Stairway Illumination t=•E� � N� yo° 3oE Exterior stairways shall be provided with artificial light source _ o Z 'S.2CO located at the top landing of a stairway. Exterior stairways GCU — E 6 ocL ` 'N N � C L N.D C U C Z providing access to a basement from the outdoor grade r o c r� o level shall be provided with an artificial light source located ~ U M N 0 ~ `° E LS ° COL at the bottom of the stairway. Ridge Vent Ridge Vent " — ' - - - - _ - - 12 12 12 8 SPHALT SHINGLES 12 12 8 � 6" fascia 6" fascia N o N vented soffit vinyl vented soffit p Top,o Plate_ Top,o Plate_ a' z p q W U) J Z > q - L[I I I U) C) Ridge Vent O Ridge Vent QO 00 - - - LL 1�E-11 r 4 12� 4 12 ASPHALT SHINGLES -� r Top of_S. bfloor_ M Top of_S_ bfloor_ Top,o Plate_ Top-o Plate_ IH C) o U �-- �' 00 5- Top of_S. bfloor_ Top of_S. bfloor_ El ED I Top of Fo- ndation Top of Fou _dation— 0 0 COct LED LO E] EJ M M EA 7171-,c�._ 1-TELea ...s..... ....�.... _ .u.,......._. ...d t.-. ...........,..r,....... :.v.a.c.i..._ r. ..... -...........a..............rl .,.. r i._c...<, rc....n...u.........,,a..u.w,,.uv.,.. .-amu �.. ... . _..x .... ...:..uw..e_ ...,w....re.....a,.5w.. .w.......n,_..srxw......»......w.....r.. - . .,.6k.w. .1«. ..s ...a... ._:.._.>,.�....�...W._W�..�.,<e,..._..a�v.�..�..��,....�_.,. ,_:..� ..... ,�.Mu._......�._.._�.....,.�._.a..�., �..�,..;�.,. .. w....,__.,� ._..N.� �..,u.. .,._..�..w�4�..w.�..��.:.� . .� �w �.�_. _��..�.W_.._.W.��.....�_ ��r1.,..W_„a........�......w..�.._., FI �...,. NISHED GRADE Porch Notes: I I I I I I 1 I FINISHED C ) I I I p Round Porch Columns '( I I I I see plan for size, . �* e, I °RIGHT ELEVATION I I 36 High railing to Cgde I FRONT ELEVATION � -- ” ' " I I Space balusters malimum I I I I I t SCALE: 1 /4" = 1 -0 = I I I 4" apart. I SCALE: 1 /4" 1 '-0" To ofFotin _ _ _ _ _ _ _ _ _ _ _ — p - - - -- - - - - — - - - - — - - — - - - - - - - - - - - - — - — - — — -- - — — - - Top I 1 - - - - - - I - -I - — — - — - I — I - - - - - -I - -It- - - - - — - - - - - - - - - - [ — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -}`' — — — — — — — — — — — — — — — — — — — — — — — — — BRACING METHOD CO�ITIf O lly�i IDLY L&THED E'_C. �tJ ® CS-WSP CONTINUOUS SHEATHING rr• c e s-E=r-e= BRACED WALL PANEL WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-A 1-B 1-C 2.1 2-2 2-A 2-B / / ® CS-P F CONTINUOUS SHEATHING / TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP/GB CS-WSP/CS-PF CS-WSP C3-WSPIGB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP PORTAL FRAME DETAIL#3, DWG-2 19 28.16 28.16 14 28 28 24 24 31.75 31.75 FET / DOLCI TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27"148" 27"/18" 27" 24"/48" 27" 24" 24" 24" 24" GB GYPSUM BOARD F�•,E. / DE:10E 6F.=CED'::�.LL I'LHEL+-.T 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) E--_E7 u E''•C�°E=+:E_-;•.�LLL19E EHD OF ER�.CED 1 END CONDITION 2:'�-.LL ur1E TABLE R602.10.3(1)Page 180 REQUIRED BRACING GTBRACED WALL NOTES: END CONDITION 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 W^/ ED NG LENH(FT) 5 27 13 4 27 13 6 6 8 8 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 REFER TO DETAILS ON DWG-2 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE ON TABLE .10.3( )Page 181 WIND ADJUSMENT FACTORS a,b, H R6022c FOR HOEDOWNS,STRAPPING,BRACED SHALL BE OFFSET NOT MORE THAN 4 FEET. WALL DIAGRAMS AND DWG-1 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 FOR NAILING SCHEDULE. ALL BRACED THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. WALL PANELS SHALL BE FULL-HEIGHT 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH O 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 SECTIONS OF WALL WITH NO VERTICAL END OF A BRACED WALL LINE OR HORIZONTAL OFFSETS. 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE E-•1 3. WALL HEIGHT .95 .95 1 1 .95 .95 .9 .9 .9 •9 R602.10.2.2 O °__°r =', % / 4. NUMBER OF BWL PER DIRECTION 1.3 1.3 1.3 1.3 1.3 1.3 1 1 1 1 O O •=Frc c s4: en,«LLur,_ ;,1.1FA;,E. 5. ADDITIONAL HOLDOWNS U J END CONDITION 3 END CONDITION 4 6. GYPSUM BOARD OMITTED 41-011 I 14'-0" I 41-011 =_=.T-e= IN REQUIREMENTS F-� {ti - 7. GYPSUM BOARD FASTENING .7 .7 m I Q Return panel: 24"for braced wa°Ines sheat'ied w tl.i wood strue.;j-al pane's 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 J ' J 32"for braced wa" lines sheathed w:th 'S ~ � I 41-011 Q / structural f berboard RESULT REQUIRED BRACED WALL LENGTH (FT) 6.2 23.3 16.9 5.2 23.4 16 10.8 10.8 14.4 14.4 co I O Distance D: 24"for braced wa" es s �+, lines Ti O / TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 9 ® O wood structu,al pane's 32"for braced +'a" lines sheathed v:it'i PER PLAN BRACING LENGTH PROVIDED (FT) 8 28 17 16,25 38 29.66 17 12.6 16 16 structura°f berbeard _ - CE,I:c END CONDI T10N6 Hold-down 800 lbs capac;ty fastened to the edge of the COMPLIANCE YES 1 NO Y Y Y Y Y Y Y Y Y Y I O device: braced wa'( pane'c'esest to fle cc,ner and I ' to the foundation or Boor f am'ng be:c,wv a.Linear interpolation shall be permitted - I - BWL 1-1 W For$1.1 inch=25.4 mm, 1 foot=305 mm,11h=4.45N b.The total adjustment factor is the product of all applicable adjustment factors. - `- - - - - - - - , - - - - - - - - - - - - - - -� - - - - - - - - - - - c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines W W FIGURE R602.10.7 provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. I I } END CONDITIONS FOR BRACED WALL LINES - r+ z WITH CONTINUOUS SHEATHING ABBREVIATIONS; BWL=BRACED WALL LINE, I E--� W BW=BRACED WALL, r-I CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL ch CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION ( ' I ' ( 1 1 rn c O 1 E'N I 1 m Q 4'-011 I a 0o 4'-0" 311-911 41-011 :E E2o o Lm C:) 0- L3 - ` C m N O 10'-7 3/16" 9'-1 11/16" 2'-10" a o 8 s m ' m 5'-11'/" 7'-911 I a 2 ,��c >N `ate 0 d .X z I nlrn2co m rr oc3 c c 3 ° m oL„O.-. 10 I C / ( O•� C C a) •U C a 1 1 L Q a C = to•p� O = � 0 GVIn i nsin �� Q N c 0) c m o L o » c LC af)i o �: `m ' C:) ' 10' 4" 1- U CA cc a' 1- CCEaEo a 1 I BWL 2-1 1 I BWL 1-2 - �' ' J GB o I Q m Z wQ U _J� /1 < {y m1 , 1 II ' 1 , 1 1 1 0 ------- e 1 Q O O - , I ----- - I I LO r ' ' ------- - ------- N I --- - -1 W N i 1 - tD N I- N ' LO . 1 1 p ' bo i + -- I 0 -- ---- I ------- I I Q W Lij W J ---- - I I I+ i 1 ' I I I , 1 , 1 � BWL - - - - - - - - - - - - - - - - - - - - - I - - - .-----1---------------- ------------------ ------- 1 I 1 1 all BWL 1-3 a 1 1 1 I .--1 CV I 1 1 I 1 , I I I I ` M - - - - - - i - - - - - - - - - - - - - - - - - - - - - T� - --~� - - - - - - -I - T - - - -,_ -I- - - --- - - 1 �� I I I '-2 9/16" `� ' T_ i i a� I I r 9/16" 2'-4 13/16" 1 1 c4 Eyl- U 'b P"o M o 1 1 1 I 1 1 ^Cf OC 3'-73/" 31-73/a 21-81111 I 21-811 CS_ FCS-PF CS- �• CS-PF I I I ' 2'-0" I 2'-0" I o 41-0" I 1 11 I 1 1, 41-011 F 1. 31 -9 4-0 1 ,1 I � h��c%• 1 41-01' 28'-1" I 14'-011 I 4'-0" c�`' I I � � I � • _�x"II � �,;� 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"